st-4: structural analysis model - main concepts -
DESCRIPTION
Presentation at the IAI Structural Project Coordination Meeting #3 Loughborough, UK, June 2002. ST-4: Structural Analysis Model - Main Concepts -. P. Katranuschkov, M. Weise TU Dresden [email protected] [email protected]. Outline. Project status - PowerPoint PPT PresentationTRANSCRIPT
TechnischeUniversitätDresden
ST-4: Structural Analysis Model- Main Concepts -
P. Katranuschkov, M. WeiseTU Dresden
[email protected]@cib.bau.tu-dresden.de
Presentation at the IAI Structural Project Coordination Meeting #3Loughborough, UK, June 2002
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TechnischeUniversitätDresden Outline
1. Project status
2. Scope of the structural analysis domain
3. Modelling issues
4. Walkthrough
26.06.200220020626_ST-Meeting_maw-pik.ppt
TechnischeUniversitätDresden Project status
available at: http://cib.bau.tu-dresden.de/icss/structural_papers.html
Volume III “Structural Analysis Domain” is now internally finalized and is currently reviewed by international groups.Revised version issued this week.
ST-4 consists basically of four parts: Vol. 0 - Application scenarios
Vol. I - Resource extension
Vol. II - Steel construction domain
Vol. III - Structural analysis domain
ST-4 is developed by the IAI GS Chapter.Development work is supported by the EU project ISTforCE and the German project iCSS
26.06.200220020626_ST-Meeting_maw-pik.ppt
TechnischeUniversitätDresden Scope - Overview
Structural Engineering Model
IFC – Project ModelArch. Model
No extension of building elements (e.g. foundations => ST-2)
Conceptually considered, no extensions proposed(structural system, load types, load flow, …)
Extension for the structural analysis domain with optional relationships to the architectural model
Current focusis on the directarch.-struct.
data exchange
Current focusis on the directarch.-struct.
data exchange
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TechnischeUniversitätDresden Scope
Planar and/or spatial structural analysis models with - line and surface elements - supports - connectivity and support conditions
Specification of loadings including - concentrated, line, surface and temperature loads
- assignment to load groups, load cases and load combinations
Specification of different structural analysis modelsfor one and the same building model=> use of the IFC nesting concepts
Analysis results for forces and displacements
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TechnischeUniversitätDresden Out of Scope
Dynamic analysis
Prestressing
Finite element topology
Results w.r.t.
- Stresses- Strains
- …
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TechnischeUniversitätDresden Exchange scenarios
Exchange scenarios were discussed and are formalized in Volume 0 “Application Scenarios”.
CheckingEngineer
StructuralEngineer
Architect*
FacilityManager*
HVACDesigner*
ProjectManager*
Fabrication(Steel)
Detailing(Steel)
Detailing(Timber,
Concrete)**Fabrication
(Timber,Concrete)**
IFC2x
ST-4Model
Extension
ConstructionManager
CostCalculation
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TechnischeUniversitätDresden Exchange scenarios
• Architect Structural Engineer• Structural Engineer Structural Engineer • Structural Engineer Detailing (Raw Design) • Structural Engineer Construction Manager • Detailing (Raw design) Structural Engineer • Detailing (Raw design) Detailing (Raw design) • Detailing (Steel) Detailing (Steel) • Detailing (Steel) NC-Fabrication • Detailing (Steel) Construction Manager • NC-Fabrication Construction Manager • Detailing (Steel) Tendering, Awarding, Invoicing
Exchange scenarios were discussed and are formalized in Volume 0 “Application Scenarios”.
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TechnischeUniversitätDresden Project extension schemas
IFCACTIVITYRESOURCE/ IFCSTRUCTURALLOADRESOURCE (used by the Structural Analysis Domain)
- Load definitions (single, linear, planar loads and displacements, temperature load)
- Boundary and connection (slippage, failure) conditions for point and linear cases
IFCGEOMETRICMODELEXTENSIONRESOURCE (used by the Steel Construction Domain)
- New Entity IfcSurfaceCurveSweptAreaSolid
Resources:Resources:
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TechnischeUniversitätDresden Project extension schemas
IFCMATERIALPROPERTYRESOURCE (used by both parts)
Added attributes and entities for the definition of materialproperties - mainly needed for analysis and dimensioning (Young’s modulus, shear modulus, …, yield stress, ultimate stress, …)
IFCMEASUREEXTENSIONRESOURCE (used by both parts)
Extension of the measure resource proposed common agreement is needed here as to how the measure
types shall be named and used; currently there is a semantic inconsistence b/n the meaning
and the measure name albeit units are correct
Resources:Resources:
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TechnischeUniversitätDresden Project extension schemas
IFCPROFILEEXTENSIONRESOURCE (used by the Steel Construction Domain)
Entities for the geometric definition of profiles (see IfcProfileDef)
IFCPROFILEPROPERTYRESOURCE (used by both parts)
Completely new resource for the definition of profile properties, mainly needed for analysis (This definition can be applied to building elements as well as to structural members. Additionally there exists an optional link b/n the profile properties and the profile definition.)
Resources:Resources:
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TechnischeUniversitätDresden Project extension schemas
IFCREPRESENTATIONEXTENSIONRESOURCE (used by the Structural Analysis Domain)
- Extension needed to define topology items using the global coordinate system Optional, but especially convenient for structural analysis applications
IFCTOPOLOGYEXTENSIONRESOURCE (used by the Structural Analysis Domain)
- Rationale: needs for the definition of faces, for example to reuse edges Optional, but useful for analysis tools
Resources:Resources:
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TechnischeUniversitätDresden Project extension schemas
IFCPRODUCTEXTENSIONEXTENSION (used by both parts)
- Definition of relationships (association of
profile properties and
IfcConstructionElement )
Core layer:Core layer:
IFCSHAREDBLDGELEMENTSEXTENSION(minimal extension, used by Steel Construction Domain)
Interoperability layer:Interoperability layer:
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TechnischeUniversitätDresden Project extension schemas
Domain layer:Domain layer:
IFCSTEELCONSTRUCTIONDOMAIN(used by Steel Construction Domain)
IFCSTRUCTURALANALYSISDOMAIN(used by Structural Analysis Domain)
several entities needed for analysis
worth having a GUID
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TechnischeUniversitätDresden Modelling Issues
Using new classes for the definition of structural elements with an optional reference to the represented building element
Building ElementsBuilding Elements
Structural Representation
Structural RepresentationGeometrical
RepresentationGeometrical
Representation
1:n 1:n
Other Representation
Other Representation
1:n
* IfcRelAssignsToStructuralMembers - Fig. 4-8 page 22 @see pg. 6 in Vol. III
The connection is defined by an
optional Rel.-object*
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TechnischeUniversitätDresden Modelling Issues
Using the existing topology resource for the definition of the topology and geometry
Topological Item
Topological Item
MemberMember
ConnectionConnection
ActivityActivity
- Connectivity is identified by having the same topological item
- Geometry is defined by using the IFC capabilities => IfcStructuralCurveMember represents any curve.
A topological item is normally used by several
structural elements
@see pg. 12 in Vol. III
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TechnischeUniversitätDresden Modelling Issues
Connectivities are explicitly defined by relationship objects
- Between structural members and building elements => IfcRelAssignsToStructuralMembers
- Between structural members and structural connections (defining connection properties)=> IfcRelConnectsStructuralMember and subtypes
- Between activities (loads) and either structural items or building elements=> IfcRelConnectsStructuralActivity
Three connectivity types exist:
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TechnischeUniversitätDresden Modelling Issues
The structural analysis domain uses the axes convention of the structural engineering domain- important for the definition of profile properties and
for the definition of loads
Profile property definition
Load definition
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TechnischeUniversitätDresden Walkthrough
Basic structural elements
Item Activity
Connection Member
IfcProduct
AssignmentSelect
IfcRelConnectsStructuralMember
IfcRelConnectsStructuralActivity
IfcRelConnects
1
1
1
1
Action Reaction
IfcBuildingElement
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TechnischeUniversitätDresden Walkthrough
Grouping of elements
IfcSystem
IfcKernel.IfcGroup
ResultGroup
LoadGroup
IfcLoadGroupTypeEnum
AnalysisModel
IfcAnalysisTheoryTypeEnum
BOOLEAN
1
ResultForLoadGroup
TheoryType
IsLinear
HasResults S[1:?]
(INV) ResultGroupFor S[0:1]
Loaded By S[1:?]
(INV) LoadedGroupFor S[0:?]
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TechnischeUniversitätDresden Walkthrough
Usage of resources
Material properties => as in IFC
Profile properties => see pg. 37
IfcBoundaryCondition
Connection
IfcRelConnectsStructuralMember
Activity
IfcStructuralLoad
IfcStructuralConnectionConditions
AppliedCondition
AppliedCondition