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Dear Author, Exhibitor, fib Member, Engineer, Student and ….,
With great pleasure we present you the program for the fib Symposium 2017 Maastricht. With 340 presentations, interesting keynote lectures
ill bring emands society.
astricht!
Hordijk ommittee
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fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 Athens Exhibition Hall
09:00‐10:30Opening Session and
AAYE Awards Ceremony
10:30‐11:00 Coffee / Tea
11:00‐12:30 Keynote Session A
12:30‐13:30 Lunch
Parellel Session 113:30‐15:30
Research Impact, Bridges and Repair
Innovative Concretes and Codes
Temperature: Effects and Loading
Cyclic Loading and Fatigue
Innovative building concepts
FRP(Fiber Reinforced Polymers)
Assessment andLife Time
15:30‐16:00 Coffee / tea
Parellel Session 216:00‐17:30
Joints and Soil‐Structure Interaction
FRC(Fiber Reinforced Concrete)
Loading Rate and Accidental Loading Recycled Aggregate Repair and
StrengtheningPunching Shear Safety
19.00:20:30
09:00‐10:30 Road Bridges FRC and UHPC Sustainability(Geopolymer Concrete)
Seismic Loading Hollow Core Elements Prestressing and fatigue
10:30‐11:00 Coffee / Tea
11:00‐12:30Tunnel, Aquaduct, Dam
and Lock ShrinkageDurability and
Life TimeLoad Testing Connections and
Anchors
Special Loading and Codes
12:30‐13:30 Lunch
13:30‐15:30 Bridge, Strengthening,
Foundation and RestorationShear: Experiments and
ModellingHistoric Concrete Anchorages Corrosion and Durability Innovative Concretes
and Codes
15:30‐16:00 Coffee / Tea
16:00‐17:30 Buildings Injection and repair Innovative concretes (Suppl. Cementitious Materials)
Model Code Prestressing and Precast Encased Steel Profiles and Coupling Beams
Evening
09:00‐10:30 Keynote Session B
10:30‐11:00 Coffee / Tea
11:00‐12:30 Model Code 2020 FEM(Finite Element Modelling)
Chloride Effects and Degradation
Repair and Strengthening
Steel ‐ Concrete Composites
NDT(Non‐Destructive Testing)
Mechanical Behaviour
12:30‐13:30 Lunch
13:30‐15:30 Model Code 2020 Degradation UHPC Challanging Projects ShearAssessment and
Reliability
Innovative Building Concepts
15:30‐16:00 Closing Ceremony Drinks
Tuesday
June
13
Wednesday
June
14
Monday
June
12
Welcome Reception Cityhall Maastricht, Location: Markt Maastricht (for all participants and accompanying persons)
Gala Dinner, Location: Maastricht Music Hall, De Griend 6-7, 6211 AJ Maastricht (price € 45,-; for all participants and accompanying persons)
Award Ceremony Student Competition S‐CO2DE
Symposium PROGRAM OVERVIEW
Parellel Session 3
Parellel Session 4
Parellel Session 5
Parellel Session 6
Parellel Session 7
Parellel Session 8
Proj
ect P
rese
ntat
ions
Social Program
Monday, June 12
Cruise on the Meuse (€ 25,-)
Caves St. Pietersberg - Northern System (€ 25,-)
Citywalk (€ 25,-)
Tuesday, June 13
The Tasting Tour (€ 85,-)
Workshop pie baking: "vlaai", the famous local pie (€ 40,-)
1
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 Athens
Welcome by fib President
fib Medal and Honorary Members
Prof. Hugo Corres Peiretti
Achievement Award Young Engineers
Prof. Aurelio Muttoni
Chairman Jury AAYE
Incl. “In Honour of prof. A.S.G. Bruggeling”Prof. Joost Walraven
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 Athens
Interview with representatives ofMinistries of Transport in the
Netherlands, Belgium and Germany
Delft University of Technology andAdviesbureau Ir. J.G Hageman B.V., the Netherlands
The real nature of concrete
Chris Poulissen
NP‐BRIDGING architects & Engineers, Belgium
12:00‐12:30
Time
Time
Monday, June
12, 11:00
‐12:30
Keynote
Session
A
11:10‐12:00
Monday, June
12, 9:00
‐10:30
Opening
Session
9:00‐9:45
9:45‐10:30
Monday, June 12, 9:00 - 13:30
Prof. Dick Hordijk
11:00‐11:10
Welcome by: Chairman Dutch Concrete Association (Hans Ramler)
Chairman Belgian Concrete Association (Prof. Luc Taerwe)
2
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensExisting Concrete Structures Innovative Building Concepts Special Loadings Modelling, Testing and Design Innovative Building Concepts Modelling, Testing and Design Existing Concrete Structures
Research Impact,
Bridges and RepairInnovative Concretes
and CodesTemperature: Effects
and LoadingCyclic Loading and
Fatigue
Innovative buildingconcepts
FRP(Fiber Reinforced Polymers)
Assessment andLife Time
Introduction to Publishing forEarly Career Researchers
Transfer of Innovative Research Results into the German Cement Industry
2D Modeling Temperature Development of Mass Concrete Structures at Early
Age
Damage Evaluation of Concrete under Cyclic Loading by Crack Observation
Inelastic Behaviour of RC Members
Incorporating High Deformability Concrete
Behaviour of FRP‐Confined Rubberised Concrete with Internal Recycled Tyre
Steel Fibres
Practical Bond Model for Corroded RCBridges
Schaeffel and Müller Yikici and Chen Nakamura and Taniguchi Elghazouli, Bompa, Xu, Stafford and Ruiz‐Teran
Alsaif, Garcia, Guadagnini and Pilakoutas
Blomfors, Lundgren, Larsson Ivanov, Honfi and Zandi
Smith VDZ gGmbH (VDZ), Düsseldorf, Germany MEF University, Istanbul, Turkey Tokyo Institute of Technology, Japan Imperial College London, UK The University of Sheffield, United Kingdom Chalmers University of Technology, Sweden
Towards Standardization: Testing and Design of Carbon Concrete Composites
Active Crack Control in Continuously Reinforced Concrete Pavements (CRCP)
Fatigue Tests on Post‐Tensioned Bridge Decks
Experimental Study on the M‐V Interaction of a Hybrid Steel Connection
used in ConcreteFloor‐to‐Balcony Junction
Self‐stressed Concrete Members Reinforced with FRP Bars
Structural Assessment of an Existing Concrete Box‐Girder Bridge According to the German and the Dutch Standards
Wiley, Publisher Bielak, Hegger and Chudoba De Winne, De Backer and Depuydt Koekkoek, Van der Veen and De Boer Le Bloa, Somja and Palas Tur, Herrador and Semianiuk Cederhout and Vergoossen
RWTH Aachen University, Germany Ghent University, Belgium Delft University of Technology, the Netherlands INGENOVA, Saint‐Jacques‐de‐la‐Lande, France Brest State Technical University, Belarus Royal HaskoningDHV, Nijmegen, the Netherlands
Study on the Design of an Extradosed and Suspension Hybrid Bridge with
800 m Span of Butterfly Web Girder
Identification of FRCM Mechanical Parameters for the Retrofitting Design
of Existing Structures
Temperature Effects on the Fatigue Resistance of High‐Strength‐Concrete
and High‐Strength‐Grout
Fatigue of Semi‐Precast Slabs with Lattice Girders
Research on an Anchoring System of Isodirectionally Turning Stay Cable
Shear Behavior of Steel or GFRP Reinforced Concrete Beams without
Stirrups
Bridge Reassessments – Realistic ShearCapacity Evaluation Using Arch Action
Model
Heng, Kasuga and Uchibori Rampini, Zani, Colombo and Di Prisco Otto, Elsmeier and Lohaus Wieneke and Hegger Liu, Shi and Ruan Kotynia, Kaszubska and Barros Gleich and Maurer
Sumitomo Mitsui Construction Co.,ltd., Tokyo, Japan Polytechnic University of Milan, Italy Leibniz University Hannover, Germany RWTH Aachen University, Germany Tongji University, Shanghai, China Lodz University of Technology, Poland Dortmund University, Germany
Design Criteria for Piers of Semi‐Integral Bridges: Investigations on Normal Force
and Reinforcement Ratio
UHPC Pedestrian Bridges and Measured
Human Induced Vibrations
Numerical Model to Determine Shear Capacity of Reinforced Concrete Deep
Beams Exposed to Fire
Data Assimilation with Hygro‐Mechanistic Model and Non Destructive Inspections for Fatigue Life Prediction of
RC Bridge Decks
Wound FRP for Concrete Beams with Optimised Geometries
Assessment of the Existing Formulations to Evaluate Shear‐Punching Strength in RC Slabs with FRP Bars without Transverse
Reinforcement
Life Cycle Cost as a Tool for DecisionMaking on Concrete Infrastructures
Gebauer, Stümpel, Von der Haar and Marx
Schutte, Sousamli, Blom and Attahiri Fan, Tan and Nguyen Tanaka and Maekawa Yang, Orr and Spadea Oller, Kotynia and MaríMatos, Solgaard, Santos, Sanchez Silva, Linneberg,
Strauss, Casas, Caprani and Akiyama
Leibniz Universität Hannover, Germany Municipality of Rotterdam, the Netherlands Nanyang Technological University, Singapore The University of Tokyo, Japan University of Bath, United Kingdom Polytechnic University of Catalonia, Barcelona, Spain University of Minho, Guimarães, Portugal
Efficiency Factors for Plastic Design in Concrete: Influence of Brittleness in
Compression
French Standards for Ultra‐High Performance Fiber‐Reinforced Concrete
(UHPFRC)
Fire Resistance of Concretes with Blended Cements
Resistance of Prestressed ConcreteStructures to Fatigue in Domain of
Endurance Limit
Marine Concrete Structuresfor the Future
Efficiency of Grooving Method used forDeficient RC Beam‐Column Joints Seismically Rehabilitated with CFRP
Sheets
Residual Service Life of Existing Concrete Structures – Is it Useful in
Practice?
Moccia, Fernández Ruiz and MuttoniToutlemonde, Kretz, Généreux, Resplendino,
Pillard, Guérinet and RougeauBalázs, Kopecskó, Alimrani, Abdelmelek
and LublóyHeinrich, Maurer, Hermann, Ickstadt
and MüllerOlsen Mostofinejad and Akhlaghi Gulikers and Groeneweg
Ecole Polytechnique Fédérale de Lausanne, Switzerland Paris‐Est University, IFSTTAR, France Budapest University of Technology and Economics, Hungary Dortmund University, Germany Dr.techn.Olav Olsen AS, Lysaker, Norway Isfahan University of Technology, Iran Rijkswaterstaat, Utrecht, the Netherlands
Towards Mixed‐Type Modelling of Structures with Slender and Deep Beam
Elements
Extremely Light and Slender PrecastPedestrian‐Bridge made out of Textile‐
Reinforced Concrete (TRC)Dust Explosion of RC Silos
Evaluation of Remained Fatigue Life ofExpressway Reinforced Concrete Slab Strengthened by Steel Plate Adhesion
Method
Low Damage Technologies and Resilience‐Based Design for Concrete Bridges: Beyond Ductility Concepts
Shear Capacity Assessment of Post‐tensioned Concrete Girders
Strengthened with CFRP Materials
Prediction of Complex Deteriorationand Evaluation of RC Structural
Performance
Liu, Guner and Mihaylov Rempel, Kulas, Will and Bielak Vardai and Madaras Onishi and Sato Sarkis and PalermoKotynia, Staśkiewicz, Michels, Czaderski
and MotavalliIto and Mizobuchi
University of Liège, Belgium RWTH Aachen University, Germany EMI‐TUV SUD Ltd., Budapest, Hungary Hanshin expressway company limited, Osaka, Japan University of Canterbury, New Zealand Lodz University of Technology, Poland Yachiyo Engineering Co., Ltd., Japan
Modifying and Renovating the 75 Year Old Maastunnel to meet with Modern
Standards
Potentials of Textile ReinforcedConcrete for Lightweight Noise
Protection Walls
A Parametric Study on Concrete Columns Exposed to Biaxial Bending at
Elevated Temperatures Using a Probabilistic Analysis
Impact of Cyclic Loading and Corrosion on the Deflections of Reinforced
Concrete Beams
Experimental Study of the Behavior of a Steel‐Concrete Hybrid Thermal Break
System under Vertical Actions
Development of New FRP Reinforcement for Optimized Concrete
Structures
PERFDUB: a new French researchproject on performance‐based approach for justifying concrete
structures durability
Booltink, Leenders and Biemans Beßling, Antons and Orlowsky Wang, Van Coile, Caspeele and Taerwe Veerman Keo, Le Gac, Somja and Palas Spadea, Orr, Ibell and Nanni Linger and Cussigh
Mobilis B.V., Apeldoorn, the Netherlands Dortmund University, Germany Ghent University, Belgium ARCADIS, Amersfoort, the Netherlands LGCGM/Structural Engineering Research Group, Rennes, France University of Bath, United Kingdom VINCI Construction, France
Refurbishment of a Heritage ConcreteTied Arch Bridge across River Lys
The UHPC Catharinabridge in LeidenLong‐term Performance of External
Bonding under Moisture and Temperature Effects
Fatigue Strength of Highway Bridge PC Slabs Due to Wheel Loads
Comparison of Balanced Lift and Balanced Cantilever Method for the San
Leonardo Viaduct
Anchorage Systems used in FRP Strengthening of Concrete Members
Sustainability and Durability of Concrete in large Infrastructure Projects
of Rijkswaterstaat (the Netherlands)
Van Bogaert Van Nalta and De Graaff Tamon, Shrestha, Rashid, Qian and Dawei
Nagatani Gaßner, Fuchs and Kollegger Jumaah, Kalfat, Al‐Mahaidi and Abdouka
Diemel and Fennis
Ghent University, Belgium Pieters Bouwtechniek, Delft, the Netherlands Hokkaido University, Sapporo, Japan Central Nippon Expressway Company Ltd., Tokyo, Japan TU Wien, Vienna, Austria Swinburne University of Technology, Melbourne, Australia Rijkswaterstaat, Utrecht, the Netherlands
Monday, June
12, 13:30
‐15:30
Parallel Session
1Time
15:00‐15:15
15:15‐15:30
13:30‐13:45
13:45‐14:00
14:00‐14:15
14:15‐14:30
14:30‐14:45
14:45‐15:00
Monday, June 12, 13:30 - 15:30
* all affiliations are based on the first author
3
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensModelling, Testing and Design Modelling, Testing and Design Special Loadings Sustainability Existing Concrete Structures Modelling, Testing and Design Safety, Reliability and Codes
Joints and Soil‐Structure Interaction
FRC(Fiber Reinforced Concrete)
Loading Rate andAccidental Loading Recycled Aggregate Repair and
StrengtheningPunching Shear Safety
Interaction of Polymer Flexible Joint with Concrete Elements in an Uniaxial
Tensile Test
Free and Restrained Shrinkage of Hybrid Steel Fibres Reinforced Concrete
Definition of Loading Rate for the Experimental and Numerical
Investigation of Reinforcement’s Bond in Concrete under Impact Loading
Rheological Behavior at Fresh Stateof Structural Recycled Aggregate
Concrete
Specification Guidelines for Surface Preparation of Concrete Prior to Repair
Nonlinear Finite Element Analysisof Reinforced Concrete Flat Slabs
subjected to Reversed‐Cyclic Loading
Determining the Critical Slenderness ofConcrete Arch Bridges by the Nominal
Stiffness Method
Zdanowicz, Kwiecień, Tekieli and Seręga Al‐Kamyani, Pilakoutas, Guadagnini and Papastergiou
Máca, Panteki, Häußler‐Combe and Manfred Curbach
Amario, Pepe, Martinelli andToledo‐Filho
Courard, Bissonnette and Garbacz Setiawan, Vollum and Macorini Van Bogaert
Cracow University of Technology, Poland The university of Sheffield, United Kingdom Technical university of Dresden, Germany Federal University of Rio de Janeiro, Brazil University of Liège, Belgium Imperial College London, United Kingdom Ghent University, Belgium
Numerical Investigation on Shear Mechanical Performance of Immersion
Joint
Numerical Simulation of Steel Fibre Reinforced Concrete Girders Subjected
to Cyclic LoadsBond Tests under High Loading Rates
Recycling of End of Life Concrete Fines (0‐4mm) from Waste to Valuable
Resources
ACI 562‐16 – The ACI Concrete Repair Code
Punching Shear Strength of RC Flat Slabs provided with Shear‐Heads at Interior Connections to Steel Columns
Assessment of the Structural Safety ofthe Schiphol Railway Tunnel
Luo, Yuan and He Heek and Mark Michal and Keuser Lotfi and Rem Kesner Bompa and Elghazouli Scholten and Van der Sanden
Tongji University, Shanghai China Ruhr‐University Bochum, Germany Bundeswehr University Munich, Germany Delft University of Technology, the Netherlands CVM Engineers, Pennsylvania, USA Imperial College London, United Kingdom MOVARES, Utrecht, the Netherlands
Project OV‐SAAL Cluster A: Widen an Existing Deck and Analyze Different
Type of Joints
A Numerical Model for the Creep of Fiber Reinforced Concrete
Assessment of a Protective Wall Response to Explosive Loading
considering a Realistic Fragments Distribution
Shear Behavior of Reinforced RecycledAggregate Concrete Beams
Safety Levels in Concrete Slabs‐on‐Grade
Punching Analyses of Symmetrically
Reduced Concrete Slab QuartersEffect of Reinforcement Detailing on Catenary Action in 2‐D RC Frame
Van Essen and Bulsink Vrijdaghs, Di Prisco and Vandewalle Grisaro and Dancygier Wardeh, Ghorbel, Gomart, Fiorio and Pliya
Silfwerbrand Bocklenberg, Ahrens and Mark Lim, Tan and Lee
Movares, Utrecht, the Netherlands University of Leuven, Belgium Isreal Institute of Technology, Haifa, Israel University of Cergy‐Pontoise, Neuville‐Sur‐Oise, France KTH Royal Institute of Technology, Stockholm, Sweden Ruhr University of Bochum, Germany Nanyang Technological University, Singapore
Structural Improvement of the Construction Joint of the Cut and Cover
Tunnels
New Test for the Characterization of the Tensile Constitutive Behaviour of FRC
Strain Rate Effect of Cementitious Materials Influenced by Existence of Water and ITZ around Aggregates
Bond and Cracking Behavior of Reinforced Concrete Members
incorporating Recycled Aggregates
Repair Strategy of the Deteriorated Immersed Maastunnel
On the Distribution of Shear Forces in Non‐Axisymmetric Slab‐Column
Connections
Reinforced Concrete Beam‐Slabs with Removed Corner Column under Point
and Uniform Distributed Load
Taniguchi and AgemiSegura‐Castillo, Monte and De
FigueiredoFujiyama and Kato Wardeh, Ghorbel, Gomart and Fiorio Blom, Lukovic, Taffijn, Van Zanten
and GellweilerEinpaul, Vollum and Ramos Lim, Tan and Lee
Hanshin Expressway Company Limited, Osaka, Japan Universidad de la República, Montevideo, Uruguay Hosei University, Tokyo, Japan University of Cergy‐Pontoise, Neuville‐Sur‐Oise, France Municipality of Rotterdam, the Netherlands Imperial College London, United Kingdom Nanyang Technological University, Singapore
Effects of Soil‐Structure in High‐Rise Buildings by means of Dimensionless
Analysis and a Simplified Model
Effect of Fibers Amount on the Cracking Localization Phenomenon in Tensile
Bars – an Experimental Study
The PACE‐1450 Experiment – Investigations regarding Crack and Leakage Behaviour of a Pre‐stressed
Concrete Containment
Defining Limits For Standardization On Concrete Incorporating Recycled
Concrete Aggregates
Optimization of Corrosion Countermeasures for Chloride Attacked
RC Bridge Piers in a Strengthening Project
Improvement of Punching Shear Design Provisions according to Eurocode 2
Design Compressive Strength Values ofConcrete under Sustained Loads
Sánchez Gómez and Pruiksma Karinski and Dancygier Herrmann, Müller, Michel‐Ponnelle, Masson and Herve
Lauch, Vrijders and Dooms Sanada and Yanagisawa Kueres, Siburg, Herbrand, Classen and Hegger
Brachmann and Empelmann
TNO, Delft, the Netherlands Isreal Institute of Technology, Haifa, Israel Karlsruhe Institute of Technology, Germany Belgian Building Research Institute, Limelette, Belgium Central Nippon Expressway Company Limited, Shizuoka, Japan RWTH Aachen University, Germany Technical University of Braunschweig, Germany
Computational Modeling of Soil‐Structure Interaction towards Reduced Concrete Foundation Volume for Tall
Wind Turbine Towers
Tension Stiffening Behavior of Self Compacting High Strength Fiber
Reinforced Concrete incorporating RiverGravels
An Interesting Case of a Residential Building affected by an Accidental Load
Experimental Setup for Measuring Long‐term Behavior of Green Reinforced
Concrete Beams
Corrosion Risk of Patch Repaired Reinforced Concrete Elements under Influence of Internal Chloride Ions
Comparison between Punching Shear Capacity of PT and RC Slabs according
to Different Design Codes
Nonlinear Dynamic Analysis of Ultra‐High Voltage Electrical Equipment with
Base Isolation
Muzofa, Van Zijl, and Day Silva, Pepe, Pfeil, Mobasher andToledo‐Filho
MejiaTošić, Marinković, Ignjatović, Bajat and
PejovićMalek, Hattori and Kawana Jones, Mirshekari, Rees and Donchev Ya and Qian
Stellenbosch University, South Africa Federal University of Rio de Janeiro, Brazil Medellín, Colombia University of Belgrade, Serbia Kyoto University, Japan Interspan (Europe) Ltd, Shepperton, United Kingdom Tongji University, Shanghai, China
Time
Monday, June
12, 16:00
‐17:30
Parallel Session
2
16:00‐16:15
16:15‐16:30
16:30‐16:45
16:45‐17:00
17:00‐17:15
17:15‐17:30
Monday, June 12, 16:00 - 17:30
4
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensProject Presentations Modelling, Testing and Design Sustainability Special Loadings Modelling, Testing and Design Special Loadings
Road Bridges FRC and UHPC Sustainability(Geopolymer concrete)
Seismic Loading Hollow Core Elements Prestressing and fatigue
Concrete of Highest Quality for Africa`sLargest Suspension Bridge: Durability
and Workability
The Effect of Fibre Orientation on the Uniaxial Tensile Response of UHPFRC: Experimental Evaluation and Analytical
Modelling
Mechanical Properties and Chloride Ion Penetration of Alkali Activated Slag
Concrete
Response of Earthquake‐Damaged RC Columns Repaired with CFRP
Composites using Hybrid Simulation
Testing and Design of ShearCapacity of Hollow Core Slabs
with Structural Topping
Recent Development of Epoxy Coated and Filled Prestressing Strand and Behaviour upon a Wire Break
Swanepoel, Seitz and Pengyu Abrishambaf, Pimentel and Nunes Ramezanianpour, Bahman Zadeh, Zolfagharnasab and Ramezanianpour
Hashemi, Al‐Mahaidi, Kalfat, Al‐Ogaidi and Wilson
Klein‐Holte and Jansze Tanaka, Nakaue, Oshima,Matsubara, Fukuda and Aoki
GAUFF GmbH & Co Engineering KG, Nürnberg,Germany (Project in Maputo, Mozambique)
University of Porto, Portugal Amirkabir University of Technology, Tehran, Iran Swinburne University of Technology, Melbourne, Australia Consolis VBI, Huissen, the Netherlands Sumitomo (SEI) Steel Wire Corp., Itami, Japan
Queen Máxima bridge ‐ Alphen aan den Rijn
Hybrid Concrete Elements with Splitting Fiber Reinforcement under Two‐dimensional Partial‐area Loading
Natural Carbonation ofAlkali‐Activated Fly Ash and
Slag Pastes
Seismic Performance of ReinforcedConcrete Columns in Corrosive
Environment
Shear Capacity of Slabs with Voiding Elements
Gel as New Anticorrosion Medium
in the Post Tension Industry – Scientific Study
Nass and BoumanPlückelmann, Song and
BreitenbücherNedeljković, Zuo, Arbi and Ye Vu and Li Molkens, Degée, Dragan, Baekeland
and LeijssenBoigner
Mobilis TBI, Apeldoorn, the Netherlands(Project in Alphen aan den Rijn, the Netherlands)
Ruhr University Bochum, Germany Delft University of Technology, the Netherlands Nanyang Technological University, Singapore Sweco Belgium nv, Hasselt, Belgium WERBA‐CHEM GmbH, Vienna, Austria
Amalia Bridge WaddinxveenAssessment of the Shear Strength of Steel Fibre‐Reinforced Concrete
Geopolymer Concrete ReadyMixed: A Challenge!
Seismic Performance ofRC Frame‐Shear Wall Structure with
Replaceable Coupling Beams
Experimental and Numerical
Studies on Shear Behavior ofDeep Prestressed Concrete
Hollow Core Slabs
Fatigue Loading Tests of ConcreteRailway Sleepers
Van den Berk Picazo, Alberti, Enfedaque and Gálvez De Vries Li and Jiang Nguyen, Tan and Kanda Rantala, Kerokoski and Nurmikolu
Heijmans Infra, Rosmalen, the Netherlands(Project in Waddinxveen, the Netherlands)
Technical University of Madrid, Spain ENCI BV, `s Hertogenbosch, the Netherlands Tongji University, Shanghai, China Nanyang Technological University, Singapore Tampere University of Technology, Tampere, Finland
The Approach Bridge of the Second Bridge of Wuhu Yangtze River Highway
Bridge
On the Design Response of a FRC Statically Undetermined Structure
Flexural Behavior and Single Fiber‐Matrix Bond‐Slip Behavior of Macro
Fiber Reinforced Fly Ash‐Based Geopolymers
Seismic Performance ofColumn‐Foundation‐Joints withPost‐Installed Rebar Connections:
Pre‐test simulations
Hollow Core Concrete Shells forLarge Aperture Parabolic Troughs
Post‐Tensioning Systems for the Strengthening of Structures
Hu, Ma, Ruan and Shi Di Prisco, Martinelli and ColomboFarooq, Bhutta, Borges, Zanotti and
BanthiaMahadik, Sharma and Hofmann Kämper, Stallmann, Mark and Schnell Gläser and Löffler
Anhui Transportation Holding Group Co Ltd, Hefei, China(Project in Anhui, China)
Polytechnic University of Milan, Italy University of British Columbia, Vancouver, Canada University of Stuttgart, Germany Ruhr University Bochum, Germany DYWIDAG‐Systems International GmbH, Munich, Germany
Steel‐Concrete Composite Flat Arch Bridge
Experimental Investigation of Hollow Core Slabs made of UHPC – Fibres
Orientation
Sustainability of Thermally‐Activated Precast Concrete Hollow Core Floor
Systems
Behaviour of Mono‐Stud AnchorPlates under Simulated
Seismic Action
The Effect of Fire on Floor Slabs Containing Enclosed Cavities ‐ Gently
Touched or Fully Explored?
Influence Of Oil‐Based Corrosion Protection On Friction LossesDuring Strands Installation
and Prestressing
Stroscio Vítek, Kohoutek, Čítek and Coufal Plauška, Van der Wal and Jansze Muciaccia, Di Nunzio and Consiglio Mulder and Kraak Laco and Hendy
Tony Gee and Partners LLP, Esher, UK(Project in Northampton, UK)
Metrostav a.s., Prague, Czech Republic Consolis, Huissen, the Netherlands Polytechnic University of Milan, ItalyBartels Ingenieurs voor Bouw en Infra, Eindhoven, the
NetherlandsAtkins, Epsom Gateway, Surrey, United Kingdom
Construction of an Arch Bridge byLowering Method
Innovative Post‐Tensioning Concept with UHPC Anchorages (Hybridanker) for Railway Bridge for Spoor‐Bypass
Mechelen
Towards Greener Concrete: theChallenges of SUS‐CON Project
Advances in Non‐Linear Time History and Modal Response Spectrum Analyses for the Seismic Assessment of Buildings in
Groningen (Netherlands)
Flexurally Rigid Support ofPrestressed Hollow Core Slabs with Post‐
Tensioned Beams
Effect of Relative Displacement of Strands Bent over Circular Saddles on Fatigue Life under Fretting Conditions
Kaminaga, Nakagawa, Hosono, Ichikawa and Kajiura
Birckel and Weiher Attanasio, Largo, Vinai, Soutsos, Visser, Van Gijlswijk, Panagiotopoulou, Taxiarchou, Sonzogni, Preda and Pugliese Hermens, Kraaijenbrink and Meijers Friedrich and Klein‐Holte Mohareb, Goldack, Schlaich and
WalbridgeSumitomo Mitsui Construction Co Ltd, Tokyo, Japan
(Project in Shizuoka, Japan)DYWIDAG‐Systems International GmbH, Langenfeld, Germany
CETMA – Technologies Design and Materials European ResearchCentre, Brindisi, Italy
Royal HaskoningDHV, Rotterdam, the Netherlands Innogration GmbH, Bernkastel‐Kues, Germany Technical University of Berlin, Germany
Time
Tuesday, June
13, 9:00
‐10:30
Parallel Session
3
9:00‐9:15
9:15‐9:30
9:30‐9:45
9:45‐10:00
10:00‐10:15
10:15‐10:30
Tuesday, June 13, 9:00 - 10:30
5
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensProject Presentations Materials Technology Durability and Life Time Existing Concrete Structures Modelling, Testing and Design Special Loadings
Tunnel, Aquaduct, Damand Lock Shrinkage
Durability andLife Time
Load Testing Connections andAnchors
Special Loading andCodes
Sarvsfossen Dam Kinetics of Drying Shrinkage andCreep: an Experimentally Based
Code‐Type Approach
Experimental Study on AnticorrosiveEffect of New Developed Sacrificial
Point Anode Method
Full‐scale Model Test ofPrestressed Segmental Precast
Continuous Girder Bridge
Influence of the Anchor Fan Positionon the Performance of FRP Anchors
Numerical Investigation onStructural Behavior of RC Beam‐Slab Assemblies under an Exterior Column
Removal Scenario
Aasheim, Lindemark, Lundbergand Engen
Acosta and MüllerKoda, Aoyama, Yamamoto
and HamadaShi, Liu and Zhou Villanueva Llauradó, Fernández Gómez
and González RamosYu, Luo and Ge
Multiconsult ASA, Oslo, Norway (Project in Bykle, Norway)
Ed. Züblin AG, Stuttgart, Germany P.S.Mitsubishi Co., Ltd., Tokyo, Japan Tongji University, Shanghai, China Technical University of Madrid, Spain Hohai University, Nanjing, China
Hendrik Bulthuis Akwadukt‐ BurgumAn Experimental Study ofAutogenous and Drying
Shrinkage
Study on Renewal Method from Deteriorative RC Slab to PrecastPC Slab in the Steel Girder Bridge
Determination of Loading Protocoland Stop Criteria for Proof Loading
with Beam Tests
Experimental Assessment of an Innovative Beam to Column
Connection
Tools for the Fire Design ofConcrete Columns usingEN 1992‐1‐2 Method A
Van het Erve Gilbert, Castel, Khan, Southand Mohammadi
SakaiLantsoght, Yang, Van der Veen,
De Boer and HordijkBujnak, Roeser, Matiasko and Böhm Fingerloos
Mobilis TBI infra, Apeldoorn, the Netherlands(Project in Friesland, the Netherlands)
UNSW, School of Civil and Environmental Engineering, Sydney, Australia
Central Nippon Expressway Co. Ltd., Nagoya, Japan Delft University of Technology, the Netherlands Peikko Group Corporation, Lahti, FinlandGerman Society for Concrete and Construction Technology, Berlin,
Germany
Tunnel Underneath Highway A12near Ede
Comparative Study on the Drying Shrinkage and Mechanical Properties of Geopolymer Foam Concrete Incorporating Different Dosages of Fiber, Sand and Foam Agents
Durability and Bond of ReinforcedLightweight Foamed Concrete
Numerical Simulations of a ConcreteBridge Deck Loaded to Shear Failure
The Concept of Determining the Effective Strength of Joint Concrete in the Analysis ofInternal and Edge Columns intersected by
Weaker Slab Concrete
Lateral Stability of PrestressedPrecast Concrete Girders during
Lifting: Study Case
Schoenmakers and de Rooij Abdollahnejad, Zhang, Wang and Mastali
Van Zijl, Van Rooyen, Mubatapasango, Dunn and Grafe
Hallgren, Eriksson and Karlsson Gołdyn and Urban De la Fuente, Bairán, Cavalaro, Goodier and Palmeri
Wagemaker, Rosmalen, the Netherlands(Project near Ede, the Netherlands)
University of Southern Queensland, Toowoomba, Australia Stellenbosch University, South Africa KTH Royal Institute of Technology, Stockholm, Sweden Lodz University of Technology, Poland Polytechnic University of Catalonia, Barcelona, Spain
The Combined Bypass Railway and Tangent Road Project near theStation of Mechelen (Belgium)
Finite Element Implementation ofa Drying Shrinkage Model basedon Pore Evaporation Mechanics
Generic Modelling of Propagation ofReinforced Concrete Damage
Development of a Smart KeyPerformance Indicator for In‐situ
Load Tests
RC Fiber‐Based Beam‐Column
Element with Flexure‐Shear‐Torsion Interaction
On the Disproportionate CollapseRisk and Robustness in
the Eurocode
De Pauw Nijs and Ishikawa Andrade and Rebolledo Dieteren, Bigaj‐van Vliet, Yangand Sangers
Kagermanov and Ceresa Hatahet, Tareq, Könke and Carsten
TUC RAIL Ltd., Brussels, Belgium(Project in Mechelen, Belgium)
Delft University of Technology, the NetherlandsEduardo Torroja Institute for Construction Sciences – CSIC,
Madrid, Spain TNO, Delft, the Netherlands The School of Advanced Studies (IUSS), Pavia, Italy Bauhaus‐University Weimar, Germany
Revolutionary Iso‐Static Structural Design of Hinged Double‐Decked Tunnels in Antwerp Belgium
Numerical Analysis of Long TermEffects on Eigenstresses andMicro‐Cracking in Concrete
The Reference Approach toService Life Design
Full‐Scale Tests to Failure Compared
to Assessments – Three Concrete Bridges
Experimental Analysis on the CyclicPerformance of Bolted Precast
Connections
fib Report on Design of ConcreteMembers Strengthened with
Externally Applied Reinforcement
Kaalberg, Los, Ruigrok, Roggeveld, Osselaer and Janssens
Bouquet and Braam TorrentBagge, Nilimaa, Puurula, Täljsten, Blanksvärd, Sas, Elfgren and Carolin
Camnasio and Kriakopoulos Matthys and Triantafillou
THVRoTS (JV of Witteveen+Bos and SWECO), Antwerpen, Belgium (Project in Antwerpen, Belgium)
Delft University of Technology, the Netherlands Materials Advanced Services Ltd., Buenos Aires, Argentina Luleå University of Technology, Sweden Peikko Group Corporation, Lahti, Finland Ghent University, Belgium
The World’s Largest Sea Lock in IJmuiden
Shrinkage and Expansion Strains inSelf‐Compacting Concrete: Comparison
of Methods of Measurements
Wear Resistance of Concrete Floors: Drafting the Guidelines for Concrete
Design and Surface Finishings
Load Testing of Concrete Structuresin Germany – General Practiceand Recent Developments
A Study of Test Methods on Alkaline Resistance and Creep Characteristicfor Post‐Installed Bonded Anchors
A Comparative Design of a Multi‐story Reinforced Concrete Building with ReentrantCorner Irregularity According to Turkish,
Eurocode and ACI 318 Standards
Wernsen and Lous Zdanowicz and Marx Kupers, Dooms and Piérard Schacht, Bolle and MarxNakamura, Iguchi, Tsukishima
and IwataGok and Aksu‐Ozkul
BAM infraconsult, Gouda, the Netherlands(Project in Ijmuiden, the Netherlands)
University of Hannover, Germany Belgium Building Research Institute, Limelette, Belgium Marx Krontal GmbH, Hannover, GermanyEast Japan Railway Company Tohoku Construction Office, Sendai,
JapanIstanbul Technical University, Turkey
Time
Tuesday, June
13, 11:00
‐12:30
Parallel Session
4
11:00‐11:15
11:15‐11:30
11:30‐11:45
11:45‐12:00
12:00‐12:15
12:15‐12:30
Tuesday, June 13, 11:00 - 12:30
6
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensProject Presentations Modelling, Testing and Design Historic Concrete Modelling, Testing and Design Durability and Life Time Materials Technology
Bridge, Strengthening, Foundation and Restoration
Shear: Experiments andModelling
Historic Concrete AnchoragesCorrosion andDurability
Innovative Concretesand Codes
The Strongest UHPC Bridge in the Netherlands
On the Potential of Lattice Type Model for Predicting Shear Capacity
of Reinforced Concrete and SHCC Structures
Maintenance and Repair ofConcrete Structures of Le Havre,
The City Rebuilt by Perret, Inscribedto the World Heritage List .
Investigation of Reinforcement Anchorages with Large Diameter Bars
A Proposal for Determining the Remaining Time to Chloride Induced
Corrosion Initiation of Existing Reinforced Concrete Structures
Adaptation of the German “Guideline for Preventive Measures against Harmful Alkali Reactions in
Concrete” on Dolomite Rock Testing for Highway Projects in Bosnia and Herzegovina
Falbr Lukovic, Yang, Schlangen and Hordijk Kanéma, Pantet and Jamet Schoening and Hegger Polder, Boutz and Ottelé Terzic, Mansfeld and Aselmeyer
FDN Engineering, Amsterdam, the Netherlands(Project in Eindhoven, the Netherlands)
Delft University of Technology, the Netherlands Normandy University ‐ University of Le Havre, France RWTH Aachen University, Germany TNO, Delft, the NetherlandsMotorways of Federation of Bosnia and Herzegovina Ltd.,
Sarajevo, Bosnia and Herzegovina
The Foundation of an All Glass Arch Bridge for the Green Village on the Delft
University campus
Shear Failure Tests On Large Specimens RC/SFRC, Including Statistical Repetition
The search for affordablecement and concrete in the
18thand 19th century
Efficient End‐zone Detailing ofPre‐tensioned Concrete Elements
Investigations on Existing ConcreteCantilever Walls subjected to Reinforcement Corrosion
From Laboratory into Practice ‐ German Approach for Accelerating
the Transfer of Innovative Materials
in Civil Engineering
Nijsse and Snijder Van den Bos, Ma and Menting ApreaSteensels, Vandoren, Vandewalle,
Degée 4
Kwapisz, Vorwagner, Rebhanand Tschuchnigg
Reichling and Wiens
Delft University of Technology, the Netherlands(Project in Delft, the Netherlands)
DIANA FEA BV, Delft, the Netherlands Ecole Polytechnique Fédérale de Lausanne (EPFL), Switzerland Hasselt University, Belgium Austrian Institute of Technology GmbH, Vienna, AustriaGerman Committee for Structural Concrete (DAfStb), Berlin,
Germany
From Architectural Vision toReality ‐ Designing and Building the
New E‐line Station Den Haag
Extended Strip Model forSlabs subjected to aCombination of Loads
The Invention of Reinforced Concrete(1848 – 1906)
Required Thickness of Flexurally Rigid Baseplate for Anchor Fastenings
Influence of Crack Spacing onCorrosion Rate in Reinforced
Concrete
High Performance Aerogel Concrete
Blom Lantsoght, Van der Veen and De Boer Moussard, Garibaldi and Curbach Li Bezuidenhout and Van Zijl Welsch and Schnellenbach‐Held
BAM Infraconsult, Gouda, the Netherlands (Project in the Hague, the Netherlands)
Delft University of Technology, the Netherlands Chair fib Commission 1 Dr. Li Anchor Profi GmbH, Freudenstadt, Germany Stellenbosch University, South Africa University of Duisburg‐Essen, Germany
Monolithic Pouring of theFoundation Slab of the 632m high
Shanghai Tower
Experimental Investigations on the Shear Capacity of Prestressed Concrete Continuous
Beams with Rectangularand I‐Shaped Cross‐Sections
Early Developments of ConcretePrefabrication
Experimental Research andModelling of Corbel Strengthened
by Steel Accessory
Influence of Rebar Corrosion onRC Frame Push‐over Response
Experimental Investigation onThermal Conductivity andMechanical Properties ofa Novel Aerogel Concrete
Gong, Cui and Yuan Herbrand, Kueres, Classen and Hegger Fernández‐Ordóñez Hernández Krawczyk and Urban Lo Presti, Recupero and Spinella Tsioulou, Ayegbusi and Lampropoulos
Tongji University, Shanghai, China (Project in Shanghai, China)
RWTH Aachen University, Germany fib Secretariat, Lausanne, Switzerland Lodz University of Technology, Poland University of Messina, Italy University of Brighton, United Kingdom
Viaduct over River Almonte.
High Speed Rail LineMadrid ‐ Lisbon
Effect of Post Shear Reinforcing Methods with Plate and Head Anchored
Shear Reinforcing Bars
The Hoyer‐System ‐ a ForgottenPre‐Stressed Concrete System
up to date again
Creep Behavior of Bonded Anchorunder High Sustained Loading at
Long‐term Temperature
New Russian Norms and Codes on Protection of Building Structures
against Corrosion
Cellular Sprayed Concrete: A Very‐simple and Economic Method for Remixing an OPC into HPC at a field
Capellán, Martínez, Merinoand García‐Arias
Kumagai, Nakamura, Sakamoto, Takeda and Niwa
Steinbock and Curbach Muciaccia, Consiglio and Rosati Falikman, Rozentahl and Stepanova Yun, NamKung, Han and Lee
Arenas & Asociados, Santander, Spain (Project near Reservoir of Alcántara, Spain)
Tokyo Institute of Technology, Japan Technical University Dresden, Germany Politecnico di Milano, Italy Scientific Research Center “Construction”, Moscow, Russia Kangwon National University, South Korea
Elevation and Refurbishment of4 Lock Bridges on the Albert Canal
in BelgiumShear Capacity ‐ Crossing Borders
Self‐Anchored Suspension Bridges with Prestressed Concrete Deck: Some
Historic Examples
Behavior of Anchorages with Supplementary Reinforcement
under Tension or Shear Forces
Influence of Aggregates Porosity on ConcreteOverall Durability ‐ Outcomes of Investigations
carried out for the New Coastal Road on La Reunion Island Major Project
Effects of Silane Treatment of Steel Fibres on Mechanical Properties and
Durability of SFRC
Somers Barten and ‘t Hart TaerweSharma, Eligehausen, Asmus
and BujnakLinger, Carcasses, Cassagnabere, Cussigh,
Rougeau, Mai‐Nhu and DenisMiller, Akbarnezhad, Foster,
Mesgari and AminFlemish government, Brussels, Belgium
(Project in Albert Canal, Belgium)Tunnel Engineering Consultants, Amersfoort, the Netherlands Ghent University, Belgium University of Stuttgart, Germany LMDC, Toulouse, France University of New South Wales, Australia
Strengthening of 100 Year Old ConcreteArch Bridge 'Kuhbrücke/Hildesheim'
Shear Bearing Behaviour of Slender Reinforced Concrete Members without Shear Reinforcement Containing a Low Ratio of
Longitudinal Reinforcement
The Reconstruction of Le Havre:A Cross‐Disciplinary View
Analytical Model for Anchorageswith Supplementary Reinforcement
under Tension or Shear Forces
Durability and Seismic Resistance of an Aged Precast Prestressed Concrete
Building Based on Field Inspections and Laboratory Testing
Size Effect on Post‐CrackingStrength of High Performance
Fibre‐Reinforced Concrete
Weiher, Praus and Runtemund Riedel and Leutbecher Pantet, Eleta‐Defilippis, Valtier,Chevé and Bonneau‐Contremoulins
Sharma, Eligehausen, Asmus,Bujnak and Schmid
Kamaruddin, Watase, Raouffard, Bedriñana, Zhang and Nishiyama
Galeote, Blanco, De la Fuente, Goodier and Austin
matrics engineering GmbH, München, Germany
(Project near the city of Hildesheim, Germany)University of Siegen, Germany Normandy University ‐ University of Le Havre, France University of Stuttgart, Germany Kyoto University, Japan Polytechnic University of Catalonia, Barcelona, Spain
Bridge Collision Protection Ramp – Kampen – The Netherlands
A new Shear Model for Fibre‐Reinforced Concrete Members without Shear
Reinforcement
Exporting Prestressed Concrete to Africa. The construction of the Bata 300 Shoe Factory in Kinshasa, DR Congo,
1962–1965*
Headed Bar Connections between Precast Concrete Panels Loaded in
Bending
Implementation of a Global Durability Approach in Close Cooperation between Owner/Engineer,
Designers and Contractor’s Joint‐Ventures for the New Coastal Road on Reunion Island (France)
Partial Safety Factor for the Residual Flexural Strength of FRC Precast
Concrete Segments
Van Schie Tran Fivez Vella, Vollum and Jackson Linger, Mai‐Nhu, Rougeau, Torrenti, Outteryck, Denis, Magne and Dupuy
De la Fuente, Cugat, Cavalaro and Bairán
Volker InfraDesign, Vianen, the Netherlands (Project near the city of Kampen, the Netherlands)
Technische University Darmstadt, Germany Ghent University, Belgium Imperial College London, United Kingdom EGIS, Paris, France Polytechnic University of Catalonia, Barcelona, Spain
Tuesday, June
13, 13:30
‐15:30
Parallel Session
5Time
15:00‐15:15
15:15‐15:30
13:30‐13:45
13:45‐14:00
14:00‐14:15
14:15‐14:30
14:30‐14:45
14:45‐15:00
Tuesday, June 13, 13:30 - 15:30
7
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensProject Presentations Materials Technology Materials Technology Safety, Reliability and Codes Modelling, Testing and Design Modelling, Testing and Design
Buildings Injection and repair Innovative concretes (Supplementary Cementitious Materials)
Model Code Prestressing and Precast
Encased Steel Profiles and Coupling Beams
The European Central Bank,Frankfurt, Germany
Investigation of New Repair Countermeasure Methods using CrackSelf‐Healing Technologies for Water
Leakage Prevention on Subway Tunnels
Effect of Curing Regime andControlled Permeability Formwork
on early Chloride Penetrationinto Fly Ash Concrete
Concrete Columns with High Reinforcement Ratios
From 1P to 4P ‐ Innovative Solutionsin Precast Prestressed Concrete
Viaducts
A Design Method for Walls With Encased Steel Profiles
Berger, Grohmann and Bollinger Kamei, Ahn, Park, Hashimoto,Ogura and Kishi
Sørensen and Poulsen Held, Oettel and Empelmann Quartel and Zielinski Plumier, Degee, Dragan and Huy
B+G Ingenieure,Frankfurt am Main, Germany (Project in Frankfurt, Germany)
Tokyo Metro Co., Ltd., Japan Danish Technological Institute, Denmark Technical University of Braunschweig, GermanyConsolis Spanbeton B.V., Koudekerk aan den Rijn,
the NetherlandsUniversity of Liege, Belgium
Campus Tower in HafenCityHamburg
The Estimation of the Self‐Healing Repair Technology for Cracked
Underground Structures on the Urban Highway System
Effect of the Cement Composition
on the Temperature and Strengthrising at Early Age
Bearing Capacity of Partially Loaded Concrete Elements
Use of Post‐tensioned ConcreteSlabs for Sustainable Design
of Buildings
Experimental Study Regarding Shear Behavior of Concrete Walls Reinforced
by Multiple Steel Profiles
KrahHuang, Ahn, Park, Konishi, Ogura, Nishi,
Sato, Ishikawa and KishiBourchy, Barnes, Bessette
and TorrentiPamplona, Ferreira and Vollum Süleymanoğlu, Uzel and Arslan Dragan, Plumier and Degée
Schüßler‐Plan Ingenieurgesellschaft mbH, Düsseldorf, Germany (Project in Hamburg, Germany)
CORE Institute of Technology Corporation, Tokyo, Japan IFSTTAR, Champ‐sur‐marne, France Federal University of Para, Brazil Yeditepe University, İstanbul, Turkey Hasselt University, Belgium
Challenging Project in Prefabricated Concrete, Infosys Multi level
Car Park, Pune, India
Impact of Different Conditionson Resin Coated Mortar
Concrete with Flash‐Calcined Dredging Sediments as a Novel Supplementary
Cementitious Material
Self Restrained Cracking of Reinforced Concrete Elements
Investigating the Potential of usingHigh Performance Concrete inPrecast High Speed Rail Bridges
Transfer of the Longitudinal Shearat the Steel‐Concrete Interface in Concrete Members Reinforced
by Steel Profiles
BhateUl‐Abdin, Rajper, De Winne,
Schotte and De BackerVan Bunderen, Snellings, Horckmans, Dockx,
Vandekeybus, Vandewalle and Cizer Anerdi, Bertagnoli, Gino and Mancini Pring and Ruiz‐Teran Degée, Dragan, Bogdan and Plumier
Precast India Infrastructures Pvt Ltd,Pune, India(Project in Pune, India)
Ghent University, Belgium University of Leuven, Belgium The Polytechnic University of Turin, Italy Imperial College London, United Kingdom Hasselt University, Belgium
A New Grandstand in PrecastConcrete for FootballTeam KV Ostend
Micromechanics‐Based Predictionof the Elastic Properties of Polymer‐Modified Cementitious Materials
Engineering Properties and Durability of Mortars Containing New Nano Rice
Husk Ash (RHA)
Investigating the Need for Long Lapsin Reinforced Concrete Elements
Prefabricated Tendons in Belgiumand the Netherlands ‐ Value‐add
for all Involved Parties
Macro‐Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement
Maas Göbel, Bos, Schwaiger and Osburg Balapour, Hajibandeh and Ramezanianpour
Micallef, Vollum and Izzuddin Gläser and Jansen Mihaylov and Renaud Franssen
FEBE, Brussel, Belgium (Project in Ostend, Belgium)
Bauhaus‐University Weimar, Germany Amirkabir University of Technology, Iran Imperial College London, United Kingdom DYWIDAG‐Systems International GmbH, Munich, Germany University of Liège, Belgium
Hospital AZ Zeno in Knokke (Belgium) ‐ Application of Post‐Tensioning in a
Concrete Structure Building
Structural Restoration of Fractured Concrete Specimens using Pressured Crack Injection Technology and Micro‐
silica Epoxy Resin Compounds
Effect of Rice Husk Ash Propertieson the Early Age and Long‐term
Strength of Mortar Uncertainties of Crack Width Models
Design and Fabrication ofPrestressed Concrete Box GirderBridge with U‐shaped Segments
Influence of Shear on Deformations
of Coupling Beams
Rémont, Pareit and Servais Govender Rasoul, Günzel and Rafiq Cervenka, Markova, Mlcoch, Perez‐Caldentey, Sajdlova and Sykora
Nishiguchi, Yamamura, Hiroi, Yamashita, Nakanishi and Moriyama
Fisher, Collins and Bentz
Bureau Greisch, Liege, Belgium (Project in Knokke, Belgium)
University of Cape Town, South‐Africa University of Brighton, United Kingdom Cervenka Consulting, Prague, Czech Republic IHI Construction Service Co., Ltd., Osaka, Japan Read Jones and Christoffersen (RJC) Engineers, Toronto, Canada
Coloured Self‐Compacting Concretefor the New Train Station in Herstal,
Belgium – A Case Study
Existing Large and Thin Concrete Slab Damaged by Multiple Cracks almost Pierced; Expertise, Diagnosis, Strengthening, Behavior and Control
after Execution
Effect of Pozzolanic Reactivity of Volcanic Ash in Hokkaido on the
Durability of Volcanic Ash Concrete
Contemporary Analysis and Numerical Simulation of Revisited Long‐term Creep Tests on Reinforced Concrete Beams
from the Sixties
High Tensile Bond Anchorage forPost‐Tensioning BarTendon Systems
Steel‐ Concrete‐ Composite Bridges with Innovative Prefabricated Slab Elements
Jasienski, Boulaioun, Balfroidand Conard
Popaescu, Deaconu, Croitoruand Radu
Taniguchi, Takahashi and Sagawa Van Mullem, Reybrouck, Criel,Taerwe and Caspeele
Löffler and Birckel Fuchs, Gaßner and Kollegger
MULTIPLE architecture & urbanism, Brussels, Belgium(Project in Herstal, Belgium)
University of Transilvania Brasov, Romania Hokkaido Research Organization, Japan Ghent University, Belgium DYWIDAG‐Systems International GmbH, Munich, Germany Technical University Wien, Austria
Time
Tuesday, June
13, 16:00
‐17:30
Parallel Session
6
16:00‐16:15
16:15‐16:30
16:30‐16:45
16:45‐17:00
17:00‐17:15
17:15‐17:30
Tuesday, June 13, 16:00 - 17:30
8
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 Athens
Ultra‐High Performance Concrete ‐ Technology for Present and Future
Prof. Yen Lei Voo
Dura Technology, Malaysia andUniversity of New South Wales, Sydney, Australia
3D Concrete Printing ‐ A Structural Engineering Perspective
Prof. Theo Salet
Eindhoven University of Technology andWitteveen+Bos, the Netherlands
Codes of practice: burden or inspiration?
Em. Prof. Joost Walraven
Delft University of Technology, the Netherlands
TimeWednesday, June
14, 9:00
‐10:30
Keynote
Session
B
9:00‐9:30
9:30‐10:00
10:00‐10:30
Wednesday, June 14, 9:00 - 10:30
2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 Athens
‐ ‐
‐
‐
‐
‐
‐
Wednesday, June 14, 9:00 - 10:30
9
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensInteractive MC Session Modelling, Testing and Design Durability and Life Time Existing Concrete Structures Modelling, Testing and Design Modelling, Testing and Design Modelling, Testing and Design
Model Code 2020 FEM(Finite Element Modelling)
Chloride Effects andDegradation
Repair andStrengthening
Steel ‐ Concrete Composites
NDT(Non‐Destructive Testing)
Mechanical Behaviour
fib vision on Model Codesincl. internationalization and broad
participation in MC2020
Nonlinear Analysis of ReinforcedConcrete Structure by ECOV
Method in SLS and ULS
Chloride Ingress of Carbonated Blast Furnace Slag Cement Mortars
Bond Strength of Steel FRC Repairs to Concrete Substrate: Investigation on Adhesion Strength, Friction and Bond
Enhancing Mechanisms
Design of Joint Sections of a Steel‐concrete Composite Bridge
Early Strength of Shotcrete forTunnel Advances ‐ New Monitoring Approach using Thermal Imaging
Sub‐Macroscopic Model of Confined Concrete According to Limit Analysis ‐
Part 1: Principal Concrete Failure Mechanisms
Corres Ma and Van den Bos Holthuizen, Çopuroğlu and Polder Rostagno, Tingley and Zanotti Iwai, Akamine and Azetsu Weiher, Jones and Runtemund Andersen and Hagsten
President fib DIANA FEA BV, Delft, the Netherlands Delft University of Technology, the Netherlands University of Brescia, Italy P.S.Mitsubishi Construction Co., Ltd, Osaka, Japan Matrics engineering GmbH, Munich, Germany Aarhus University School of Engineering, Denmark
Priorities in advancing fibModel Codefor Concrete Structures
Automatic Reinforcement Method Using NLFEA
Detecting the Presence of Chloridein Hardened Mortar using Microwave
Non‐Destructive Testing
Numerical Investigation of Strengthened Unreinforced Masonry (URM) Structures with
Ultra High Performance Fibre Reinforced (UHPFRC) layers
The SMARTCOCO Project: A ResearchPush for Hybrid Structures
Geotechnical and Structural Applications of Fiber‐Optic Sensing
Sub‐Macroscopic Model of Confined Concrete According to Limit Analysis ‐
Part 2: Estimation of Strength of Actively Confined Concrete Structures
Matthews Van der Aa Chiniforush, Noushini, Akbarnezhad and Valipour
Lampropoulos, Tsioulou and Dritsos Plumier and Degee Van Ravenzwaaij, Iten, Spruitand De Boer
Andersen and Hagsten
Chairman fib T10.1 on MC 2020 DIANA FEA BV, Delft, the Netherlands The University of New South Wales, Sydney, Australia University of Brighton, United Kingdom University of Liege, BelgiumBrem Funderingsexpertise and monitoring, Reeuwijk, the
NetherlandsAarhus University School of Engineering, Denmark
Questions and Plenary Discussion onMC 2020
Simple to Advanced Finite Element Shape Modelling With DIANA
The Influence of Calcium Chlorideon Flexural Strength ofCement‐based Materials
Assessment of LightweightConcrete‐to‐concrete Interface
Shear Resistance
Inelastic Assessment of Hybrid RC Beams to Steel Column Configurations
using Structural Steel Shear‐keys
Performance of Mobile NMR forNon‐destructive Analyses of Existing Concrete Structures ‐ Influencing
Factors
Ductility of Heavily Reinforced ConcreteBeams
Bigaj‐van Vliet (Moderator) Van der Aa and Manie Qiao, Suraneni, Chang and Weiss Čairović, Zlámal, Žítt and Štěpánek Moharram, Bompa and Elghazouli Orlowsky Van Gysel, Molkens and Deygers
Co‐chairman fib T10.1 on MC 2020 DIANA FEA BV, Delft, the Netherlands Oregon State University, USA Brno University of Technology, Czech Republic Imperial College London, United Kingdom TU Dortmund University, Germany University of Leuven, Belgium
Paper on TOPIC 1: Service Life DesignService Life Modelling for Chloride Ingress in Reinforced Concrete
Modelling Structural Concrete with Strut‐and‐Tie Model combined with 2D Finite Elements ‐ A Model Factor for the Assessment of Strut‐
and‐Tie Models
Evaluation and Practical Implementation ofProbabilistic Calculations of Chloride
Penetration for Belgian Concretes in the Framework of a Durable Design
Restoration of Joban Line Railway Facilities Damaged by Tohoku‐pacific
Ocean Earthquake
Behavior of a New Type of ShearConnector for U‐shaped Steel‐concrete
Hybrid Beams
Experimental and Theoretical Diagnostics ofDefects in Ferroconcrete Piles based on Reflection of Longitudinal and Transverse
Waves
Bond Behaviour of Structural Lightweight Concrete
Nielsen Pedrosa Ferreira, Almeida and Lourenço De Winter, Minne, Caspeele, Craeye, De Schutter, De Pauw and Dooms
Fujimoto, Iwata, Tatsuki and Ishikawa Keo, Lepourry, Somja and Palas Farenyuk, Kaliukh, Farenyuk, Kaliukh, Berchun and Berchun
Trad, Ghanem and Ismail
Ramboll Denmark A/S, Denmark CERIS, Lisboa, Portugal University of Leuven, Belgium East Japan Railway Company, Sendai, Japan LGCGM/Structural Engineering Research Group, Rennes, France Research Institute of Building Constructions, Kyiv, Ukraine Beirut Arab University, Lebanon
Questions and Plenary Discussion onNon‐Linear FE‐analysis of Stress Redistribution in a Deep Beam
Toward Performance Specifications for Concrete: Linking Resistivity, RCPT and
Diffusion Predictions using the Formation Factor for Use in Specifications
Investigations on the Strengtheningof Existing Highway Bridges under Shear
and Flexural Loading withTextile Reinforced Mortar
Numerical Simulation of Compressive FailureBehaviors of Concrete‐filled Steel Tube by
using Coupled Discrete Model and Shell Finite Element
Non‐Destructive Testing ofProtective Components after
Contact Detonation
Deformation Patterns and Behaviorof Reinforced Concrete Walls with
Low Aspect Ratios
TOPIC 1: Service Life Design Kempengren Weiss, Spragg, Isgor, Leyand Van Dam
Herbrand, Adam and Hegger Mendoza, Yamamoto, Nakamuraand Miura
Zircher, Keuser, Schulz and Burbach Tatar and Mihaylov
Lund University, Sweden Oregon State University, USA RWTH Aachen University, Germany Nagoya University, Japan University of German Armed Forces, Neubiberg, Germany University of Liège, Belgium
Matthews(Moderator)
Simulation of Contact Surfaces inSelf‐centering Reinforced Concrete
Frames with Test Validation
Accelerated Testing for Chloride Threshold of Reinforcing Steel in
Concrete
Effectiveness of S‐FRCMStrengthening System applied with Two
Different Techniques
Concrete Confinement and Degreeof Shear Connection Effects in
Hybrid Column Design
Reliability of Non‐destructive Testing Methods by Detecting the Presence
of Reinforcement in ExistingConcrete Structures
Capacity Assessment of ConcreteBox‐girder Bridge Webs against the Combined Action of In‐plane Shear
and Transverse Bending
Jiang and Lu Polder, Van Put and Peelen Bencardino and Condello Keo, Somja, Nguyen and Hjiaj Selek, Wijte and Swinkels Karagiannis and Kaufmann
Chairman fib T10.1 on MC 2020 Tongji University, Shanghai, China TNO, Delft, the Netherlands University of Calabria, Cosenza, Italy LGCGM/Structural Engineering Research Group, Rennes, FranceVan Rossum Raadgevende Ingenieurs b.v., Amsterdam,
the NetherlandsETH Zurich, Switzerland
Time
Wednesday, June
14, 11:00
‐12:30
Parallel Session
7
11:00‐11:15
11:15‐11:30
11:30‐11:45
11:45‐12:00
12:00‐12:15
12:15‐12:30
Wednesday, June 14, 11:00 - 12:30
10
*You are challenged to give input to the Interactive Model Code Sessions by submitting questions and suggestions via the fib Symposium 2017 Maastricht website (http://fibsymposium2017.com/interactive-sessions-on-model-code/).
fib Symposium 2017 Maastricht Program 04-05-2017
Auditorium 2 0.11 Pressroom 0.2 Berlin 0.4 Brussels 0.5 Paris 0.8 Rome 0.9 AthensInteractive MC Session Durability and Life Time Modelling, Testing and Design Challenging Projects Modelling, Testing and Design Safety, Reliability and Codes Innovative Building Concepts
Model Code 2020 Degradation UHPC Challenging Projects ShearAssessment and
Reliability
Innovative BuildingConcepts
Paper on TOPIC 2: Crack Width ControlEvaluation of Current Crack Width Calculation
Methods according toEurocode 2 and fib Model Code 2010
Mechanical Properties of Concrete with Blast Furnace Slag FineAggregates subjected toFreeze‐Thaw Cycles
Bending Capacity of Thin UHPCPlates Based on Theoretical
Predictions and In‐situ Testing
Adapting a Railway Bridge to allowfor 10 m of Excavation around Raft Foundations while not Disrupting
Railway Traffic
An Experimental Study on the Transition of Failure between Flexural
and Shear for RC Beams
An Innovative Conformity Criterionfor Assessment of the Concrete Strength under Uncertainty
Conditions
Optimising 3D Printed Concrete Structures using Topology Optimisation
Tan, Hendriks and Kanstad Farooq, Takeda, Sato and Niitani Falbr Spruit, Mastbroek and Van Hengstum Yang, Van der Veen, De Boerand Hordijk
Tur and Derechennik Martens, Mathot, Bos and Coenders
Norwegian University of Science and Technology, Trondheim, Norway
Hokkaido University, JapanFDN engineering and construction B.V., Amsterdam,
the NetherlandsMunicipality of Rotterdam, the Netherlands Delft University of Technology, the Netherlands Brest State Technical University, Belarus White Lioness technologies, Amsterdam, the Netherlands
Questions and Plenary Discussion on
Load Bearing Capacity of PC Girders with and without Fly Ash Affected by
ASR Deteriorations
Shear Strength of UHPFRC Beams without Stirrups: Fracture
Mechanics Approach
Recent Developments in Concrete Arch Bridges
Shear Capacity of Concrete Slabs without Shear Reinforcement under Concentrated Loads Close to Support
Verification of Conversion Factorsused for Compressive StrengthValues obtained for Structural
Lightweight Concrete
A Real‐time Height Measurement
and Feedback System for 3DConcrete Printing
TOPIC 2: Crack Width Control Ha, Fukada, Torii, Kobayashiand Aoyama
Hong, Hong and Lee Capellán, Merino, Sacristán,Martínez and Guerra
Rombach, Günter, Henze and Lukas Thienel Wolfs, Bos, Van Strien and Salet
Kanazawa University, Japan Seoul National University, Republic of Korea Arenas & Asociados, Santander, Spain Hamburg University of Technology, Germany Bundeswehr University Munich, Germany Eindhoven University of Technology, the Netherlands
Mancini (Moderator)Modelling the Multi‐Directional Distribution of ASR‐Induced RC
Expansions Bond Behavior of Strands in UHPC Anchorage Blocks of the Second Humen
Bridge
Paradigms of Shear in Structural Concrete ‐ Review and
Experimental Verification
Aspects of Implementation into Practiceof the Optimization
Strength Theory of RC Elements
3D Printing Concrete with Reinforcement
Wald, Hrynyk and Bayra Vojvodic, Hadl and Nguyen Yuan, Wu, Xu and Ya Beck and Kaufmann Mitrofanov and Pinchuk Bos, Ahmed, Wolfs and Salet
Member fib T10.1 on MC 2020 Univ. of Texas at Austin, USA Graz University of Technology, Austria Tongji University, Shanghai, China ETH Zurich, SwitzerlandCenter for Advanced Design Methods of Concrete Structures,
Poltava, UkraineEindhoven University of Technology, the Netherlands
Paper on Topic 3: SFRCEngineering Model for SFRC Shear Strength Based on MC 2020 MCFT
Approach
Stress‐strain Model for Concrete under Compressive Stress that has Undergone
Freeze‐thaw Deterioration
A Laboratory Test of UHPC Connection for Precast Bridge Deck
Widening of Two Existing Curved Box Girder Bridges using Prefabricated
Concrete Beams
Influence of Support Conditionson Shear in RC Members without
Shear Reinforcement
Predicting Service Life of Chimneys and Cooling Towers based on Monitoring
Case‐study on the Application of Precast Double‐curved Concrete Elements for the Green Planet
Shell Structure
Matthys and Soetens Hayashida Li, Jin, Ruan, Ma and Shi Schoenmakers, Van Kessel, De Vos and Schoenmakers
Adam, Reissen and Hegger Sykora, Markova, Mlcoch,Molnar and Presl
Witterholt, Schipper, Grünewald, Hoogenboom, Nijsse and Van Vliet
Ghent University, Belgium Civil Engineering Research Institute for Cold Region, Hokkaido, Japan
Tongji University, China Wagemaker, Rosmalen, the Netherlands RWTH Aachen University, Germany Czech Technical University in Prague, Czech Republic VDK Engineering bv, Sassenheim, the Netherlands
Questions and Plenary Discussion on
Fatigue Model for the Structural Integrity Evaluation Applied to a Wind Turbine
Concrete Shaft considering Corrosion and Freeze and Thaw Degradation.
Bending Behaviour of UHPCreinforced with Rebars and
Steel Fibres
Expanding the (Life)span of Two Bascule Bridges: Structural Upgrade of the Existing Concrete
Bascule Basements of the Wilhelmina Bridge and the Beatrix Bridge of Zaandam
Interface Stresses in Cracked Concrete: Testing for Review of its Fundamentals
Reliability Assessments of Large Reinforced Concrete Structures using Non‐linear Finite Element Analyses:
Challenges and Solutions
Multi‐level Optimisation ofParabolic Shells with Stiffeners made
from High‐performance Concrete
TOPIC 3: SFRC(Steel Fibre Reinforced Concrete)
Saucedo‐Mora and Thöns Stürwald Van Cann, Hendriks and Zeilmaker Tirassa, Fernández Ruiz, Anciaux and Muttoni
Engen, Hendriks, Øverli and Åldstedt Forman, Stallmann, Mark and Schnell
Institute Eduardo Torroja for Construction Sciences‐CSIC, Madrid, Spain
HSR University of Applied Sciences Rapperswil, Switserland Wagemaker, Rosmalen, the Netherlands EPFL, Lausanne, Switzerland Multiconsult ASA, Oslo, Norway Ruhr‐University Bochum, Germany
Walraven (Moderator)A New Efficient and Safe Admixture for
Freeze/Thaw Resistant ConcreteDevelopment of Ultra High Strength Fiber‐Reinforced Concrete (ESCON )
Legolizing Infrastructure: Quick Building with Prefabricated Building Blocks ‐ a
Pleasure for the Economy
Quantification of the Uncertaintyof Shear Strength Models using
Bayesian Inference
Application of Rational Methods for theSelection of the most Plausible FE Models in Structural Analysis
Canopy – Doubly Curved FoldedPlate Structure
SchwoonMatsunaga, Nozawa, Maeda
and KobayashiVan Heesch and De Groot Slobbe, Allaix and Yang Slobbe, Allaix, Courage, Bigaj‐Van Vliet Van der Woerd, Chudoba and Hegger
Member fib T10.1 on MC 2020 Sika Services AG, Zurich, SwitzerlandNew Product Development division, SE Corporation,
Tokyo, JapanWagemaker, Rosmalen, the Netherlands TNO, Delft, the Netherlands TNO, Delft, the Netherlands RWTH Aachen University, Germany
Question on TOPIC 4: ULS Shear DesignStringer‐Panel Models for D regions
Simplified Analytical Assessment of Damaged Induced by the External Sulphate Attack in Concrete Piles
Effect of Specimen Size and Initial CrackLocation on Flexural Shear Behavior of
UHPFRC
Make Fasible the Fehmarbelt
Fixed Link
Experimental Investigation of the Effectof Curtailed Reinforcement
on the Shear Failure of RCMembers without Stirrups
Structural Performance Assessment
of Bridge’s Girder using Image Measurement System andFinite Element Analysis
Deliberate Deformation of Concrete in the Fresh State ‐ Crack Risk and Efficient Production of Curved Precast Elements
BlaauwendraadIkumi, Cavalaro, Segura, Goodier
and Austin Lee, Hong and Joh Pompeu‐Santos Joergensen and Hansen Prayoonwet, Jirawattanasomkul
and SatoTroian, Grünewald, Schipper, Schlangen
and ÇopuroğluEde, the Netherlands University of Catalunya, Barcelona, Spain Seoul National University, Republic of Korea SPS Consulting, Lisbon, Portugal University of Southern Denmark, Odense, Denmark Hokkaido University, Japan Academy of Sciences of Moldova, Chişinau, Republic of Moldova
Questions and Plenary Discussion onTopic 4: ULS Shear Design
Effect of Supplementary Cementing Materials on Concrete Resistance
against Sulfuric Acid Attack
Shear Behaviour of UHPC Beams with varying Degrees of Fibre and Shear
Reinforcement
Quasi‐Rectangular ShieldTunneling Technology in theNingbo Rail Transit Project
Suitability of Shear Tension Code Requirements for the Assessment of Existing Structures build‐up with Prestressed I‐ and T‐shape Girders
Assessing the Life Cycle of ExistingMaritime Structures ‐ Applicationto a Harbour Bridge in Porto Port
Design Process of a 3D‐printed Concrete Water Taxi Stop
Muttoni (Moderator)Ramezanianpour, Zolfagharnasab, Zadeh, Estahbanati,
Boushehri, Pourebrahimi and Ramezanianpour Randl, Mészöly and Harsányi Liu, Liu, Yuan and Zhu Roosen, Van der Veen, Hordijk Pereira, Moreira, Camões and MatosVan Wolfswinkel, Van ‘t Land, Stuit, Bastiaens, Ter Hall, Van
Beerendonk, Theo Voogd and Attahiri
Member fib T10.1 on MC 2020 Amirkabir University of Technology, Tehran, Iran Carinthia University of Applied Sciences, Spittal/Drau, Austria Tongji University, Shanghai, China Delft University of Technology, the Netherlands University of Minho, Guimarães, Portugal Movares Nederland BV, Utrecht, the Netherlands
15:30‐16:00
Wednesday, June
14, 13:30
‐16:00
Parallel Session
8 and
Closing
Session
Closing speech by fib President: Prof. Hugo Corres PeirettiInformation on upcoming fib events:
Time
15:15‐15:30
13:30‐13:45
13:45‐14:00
14:00‐14:15
14:15‐14:30
14:30‐14:45
14:45‐15:00
15:00‐15:15
Wednesday, June 14, 13:30 - 16:00
fib Congress, Melbourne, October 2018 fib Symposium, Krakow, May 2019 fib Symposium, Shanghai, April 2020
11
fib Symposium 2017 Maastricht Program 04-05-2017
fib symposium 2017
High tech concrete: Where technology and engineering meet!
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fib Symposium 2017 Maastricht Program 04-05-2017