FRPRCS-5: Fibre-reinforced plastics for reinforced concrete structures Volume 1: Proceedings of the fifth international conference on fibre-reinforced plastics for reinforced concrete structures, Cambridge, UK, 16–18 July 2001
Edited by
Emerald Publishing Limited
ISBN print:
978-0-7277-3647-5
Publication date:
2001
Book Chapter
Stress-rupture of FRP: state of the art
By
K. Audenaert;
K. Audenaert
Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Belgium.
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L. Taerwe;
L. Taerwe
Magnel Laboratory for Concrete Research, Ghent University, Belgium
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D. Gazouli
D. Gazouli
Department of Civil Engineering, University of Patras, Greece
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K. Audenaert
Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Belgium.
L. Taerwe
Magnel Laboratory for Concrete Research, Ghent University, Belgium
D. Gazouli
Department of Civil Engineering, University of Patras, Greece
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Published:2001
Citation
K. Audenaert, L. Taerwe, D. Gazouli, 2001. "Stress-rupture of FRP: state of the art", FRPRCS-5: Fibre-reinforced plastics for reinforced concrete structures Volume 1: Proceedings of the fifth international conference on fibre-reinforced plastics for reinforced concrete structures, Cambridge, UK, 16–18 July 2001, Chris J. Burgoyne
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INTRODUCTION
STRESS-RUPTURE BEHAVIOUR
FACTORS INFLUENCING THE STRESS-RUPTURE BEHAVIOUR
TEST METHODS
MODELLING
TEST RESULTS
RECOMMENDED STRESS LIMITS
CONCLUSION
REFERENCES
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