Unleashing design freedom through glass fibre reinforced concrete
Transcript of Unleashing design freedom through glass fibre reinforced concrete
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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