Page 175 - ISCIR_2017

Strengthening of RC Structures using FRPs
by Asst. Prof. Dr. Kittipoom Rodsin Column Specimen
P
P
F
P
F
F
H=2.05m
H=1.57m H=1.10m
0.50 m 0.50 m 0.50 m
G1L , a/h = 5.85 G2M, a/h = 4.50 G3S, a/h = 3.15

GFRP
Splice Layers of Transverse
Specimen length fc’( MPa ) ρt
length GFRP Rebar P/Agf’c
(cm)
G1L - 50 3 27 0.0276 2RB6@0.20m 0.16
G2M - 50 3 27 0.0276 2RB6@0.20m 0.16
G3S - 50 3 27 0.0276 2RB6@0.20m 0.16
G2M S 20dB 90 3 27 0.0276 2RB6@0.20m 0.16

Strengthening of RC Structures using FRPs
by Asst. Prof. Dr. Kittipoom Rodsin
Reinforcement detailing and strain gauges locations

oInnovative Seismic Strengthening System for Concrete Structuresp 173
© 2017 | T Imjai & R. Garcia (Eds.)