A stress-path dependent stress-strain model for FRP-confined concrete

2020 ◽  
Vol 203 ◽  
pp. 109824 ◽  
Author(s):  
M.H. Lai ◽  
Y.W. Liang ◽  
Q. Wang ◽  
F.M. Ren ◽  
M.T. Chen ◽  
...  
2019 ◽  
Vol 201 ◽  
pp. 109769 ◽  
Author(s):  
Chee-Loong Chin ◽  
Chau-Khun Ma ◽  
Abdullah Zawawi Awang ◽  
Jia-Yang Tan ◽  
Chin-Boon Ong ◽  
...  

2006 ◽  
Vol 92 (1) ◽  
pp. 68-75
Author(s):  
Jin-Guang Teng ◽  
Tao Jiang ◽  
Lik Lam ◽  
Yaozhi Luo

2010 ◽  
Vol 163-167 ◽  
pp. 3826-3829
Author(s):  
Feng Yu ◽  
Ping Wu

FRP-confined concrete filled steel tube may fully use the character of FRP-confined concrete and concrete filled steel tube. Based on the analysis of existing experimental data, the formula of ultimate bearing capacity of FRP-confined concrete filled steel tube is proposed. The mechanical behavior of FRP-confined concrete filled steel tube is mainly related to the equivalent confinement effect coefficient before the rupture of FRP. Based on the static equilibrium condition, the equivalent conversion section is adopted; taking as main parameter, the simplified stress-strain model of FRP-confined concrete filled steel tube is established. The predictions of the model agree well with test data.


2004 ◽  
Vol 18 (5) ◽  
pp. 541-563 ◽  
Author(s):  
Alper Ilki ◽  
Nahit Kumbasar ◽  
Pinar Ozdemir ◽  
Toshibumi Fukuta

Sign in / Sign up

Export Citation Format

Share Document