CLC number: TU50
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2014-12-18
Cited: 0
Clicked: 5444
Citations: Bibtex RefMan EndNote GB/T7714
Hui Liu, Ming-hua He, Jia Guo, Yong-jiu Shi, Zhao-xin Hou, Lu-lu Liu. Design-oriented modeling of circular FRP-wrapped concrete columns after sustained axial compression[J]. Journal of Zhejiang University Science A, 2015, 16(1): 47-58.
@article{title="Design-oriented modeling of circular FRP-wrapped concrete columns after sustained axial compression",
author="Hui Liu, Ming-hua He, Jia Guo, Yong-jiu Shi, Zhao-xin Hou, Lu-lu Liu",
journal="Journal of Zhejiang University Science A",
volume="16",
number="1",
pages="47-58",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300408"
}
%0 Journal Article
%T Design-oriented modeling of circular FRP-wrapped concrete columns after sustained axial compression
%A Hui Liu
%A Ming-hua He
%A Jia Guo
%A Yong-jiu Shi
%A Zhao-xin Hou
%A Lu-lu Liu
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 1
%P 47-58
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300408
TY - JOUR
T1 - Design-oriented modeling of circular FRP-wrapped concrete columns after sustained axial compression
A1 - Hui Liu
A1 - Ming-hua He
A1 - Jia Guo
A1 - Yong-jiu Shi
A1 - Zhao-xin Hou
A1 - Lu-lu Liu
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 1
SP - 47
EP - 58
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300408
Abstract: Fiber-reinforced plastic-wrapped concrete columns (FRP-C) have been extensively used in building structures and transportation infrastructures around the world during the past two decades. These members are actually subjected to a long-term sustained axial compression before they experience the designated ultimate loading. However, little attention has been given to the performance of FRP-C after sustained axial compression compared with that of its short-term instant performance. This study aims to establish a design-oriented numerical model for the long-term deformation of circular FRP-C after sustained load. A modified constitutive model of FRP-wrapped concrete is proposed for numerical analysis of FRP-C considering two dominant effects of sustained axially compressive loading. Numerical verifications against existing tests indicates that the ultimate strength will be slightly enhanced while the ultimate strain will be conspicuously reduced in most cases of normal strength FRP-C after a long-term sustained load.
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