Page 165 - ISCIR_2017
P. 165
Strengthening of RC Structures using FRPs
by Asst. Prof. Dr. Kittipoom Rodsin
Material Properties & Design Concepts
Stress
35000 ksc
Design Stress Limit for
CFRP(strain = 0.004)
4000 ksc
Strain
Strengthening of RC Structures using FRPs
by Asst. Prof. Dr. Kittipoom Rodsin
Failure mode of beam wrapped with FRP
oInnovative Seismic Strengthening System for Concrete Structuresp 163
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