Page 165 - ISCIR2007

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

“Innovative Seismic Strengthening System for Concrete Structures”
© 2017 | T Imjai & R. Garcia (Eds.)
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