unleashing design freedom through glass fibre reinforced concrete
TRANSCRIPT
Unleashing design freedom through glass fibre reinforcedconcrete
Dr Marco DonàKTP Associate
University of Cambridge - Newtecnic ltd
Future materials, Ecobuild 20177th March 2017
Dr Marco Donà GRC to metal anchorage 1/10
Introduction Static test Dynamic Load Fatigue Analysis
Introduction: Grand Théatre de Rabat
Building characteristicsI Dimension: 200 × 100 × 30 mI 1800 seats - theatreI 7000 person - amphitheatre
Cladding characteristicsI GRC panel surface: 17225m2
I N. of Panels: 5000I N. Types of Panels: 6
Dr Marco Donà GRC to metal anchorage 2/10
Introduction Static test Dynamic Load Fatigue Analysis
Introduction: Grand Théatre de Rabat
Building characteristicsI Dimension: 200 × 100 × 30 mI 1800 seats - theatreI 7000 person - amphitheatre
Cladding characteristicsI GRC panel surface: 17225m2
I N. of Panels: 5000I N. Types of Panels: 6
Dr Marco Donà GRC to metal anchorage 2/10
Introduction Static test Dynamic Load Fatigue Analysis
Panel System
Panel characteristicsI Dimension : up to 8.7m - Thickness: 30mm
I Surface : 1 − 10m2
I N. brackets: 17640 (15370 single - 2071 shared)
Dr Marco Donà GRC to metal anchorage 3/10
Introduction Static test Dynamic Load Fatigue Analysis
Panel System
Panel characteristicsI Dimension : up to 8.7m - Thickness: 30mm
I Surface : 1 − 10m2
I N. brackets: 17640 (15370 single - 2071 shared)
Dr Marco Donà GRC to metal anchorage 3/10
Introduction Static test Dynamic Load Fatigue Analysis
Panel System
Panel characteristicsI Dimension : up to 8.7m - Thickness: 30mm
I Surface : 1 − 10m2
I N. brackets: 17640 (15370 single - 2071 shared)
Dr Marco Donà GRC to metal anchorage 3/10
Introduction Static test Dynamic Load Fatigue Analysis
Static test
Pull-out Test Shear-out Test
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Introduction Static test Dynamic Load Fatigue Analysis
Dynamic Load: Wind Load
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Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Wind Amplitude Wind speed
v
time
Wind spectrum
Number of Gust Loads - (Eurocode 1-4)
Dr Marco Donà GRC to metal anchorage 6/10
Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Wind Amplitude Wind speed
v
time
Wind spectrum
Number of Gust Loads - (Eurocode 1-4)
Dr Marco Donà GRC to metal anchorage 6/10
Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Wind Amplitude Wind speed
v
time
Wind spectrum
Number of Gust Loads - (Eurocode 1-4)
Dr Marco Donà GRC to metal anchorage 6/10
Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Wind Amplitude Wind speed
v
time
Wind spectrum
Number of Gust Loads - (Eurocode 1-4)
Dr Marco Donà GRC to metal anchorage 6/10
Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Wind Amplitude Wind speed
v
time
Wind spectrum
Number of Gust Loads - (Eurocode 1-4)
Dr Marco Donà GRC to metal anchorage 6/10
Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Analysis
Fatigue Test
I Number of cycles Ncycles
I Load amplitude S, ∆S
I Frequency of the test f (affect duration of the test)I Number of samples n
I Dimension of the sample
0
S
∆S
time
Load
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Introduction Static test Dynamic Load Fatigue Analysis
Fatigue Test Equipment
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Introduction Static test Dynamic Load Fatigue Analysis
Mock-up
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Thanks
Dr Marco DonàKTP Research Associate
University of Cambridge - Newtecnic [email protected]
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