Non-linear Finite Element Analysis of RC Beams Prestressed with CFRP Straps.
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Published:2001
Gyamera Kesse, Catherine Chan, Janet Lees, 2001. "Non-linear Finite Element Analysis of RC Beams Prestressed with CFRP Straps.", 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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This paper reports on the finite element analysis of a reinforced concrete beam failing in shear. The analysis considers two beams: a control beam and a beam strengthened with CFRP straps. Experimental and FE results are compared. The results confirm the experimentally observed shear enhancement of concrete beams transversely prestressed with CFRP straps.
INTRODUCTION
PROBLEM BACKGROUND
CARBON FIBRE REINFORCED PLASTIC STRAPS
EXPERIMENTAL INVESTIGATION
FINITE ELEMENT MODELLING
CONTROL BEAM
PRE-STRESSED BEAM
CONCLUSION
REFERENCES
