Analysis on Load-Deformation Curves of the Concentrically Compressed Concrete Filled Circular CFRP-Steel Tubular Stub Columns

被引：0

作者：

Wang, Qing-li ^{[1
]}

Gao, Guo-rui ^{[1
]}

Ren, Qing-xin ^{[1
]}

机构：

[1] Shenyang Jianzhu Univ, Coll Civil Engn, Shenyang 110168, Peoples R China

来源：

ADVANCES IN CONCRETE AND STRUCTURES | 2009年 / 400-402卷

关键词：

concrete confined by circular CFRP-steel tube; concentrically compressed stub columns; load-deformation curves; fiber element approach;

D O I：

10.4028/www.scientific.net/KEM.400-402.507

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on experimental study and stress-strain curve of the concrete confined by circular CFRP-steel tube subjected to axial load, the fiber element approach was used to analyse load-deformation curves of the concentrically compressed concrete filled circular CFRP-steel tubular stub columns, and it shows that the results predicted check well with those of the tests and are on the safe side. Influences of confinement factor of the steel tube and the that of the CFRP tube on curves were analysed. The typical load-deformation curves were proposed and it could be defined as following four stages, e.g., elasticity stage, nonlinear stage, strengthening stage and softening stage. The method presented here is suitable for load-deformation curves analysis of the concentrically compressed concrete filled steel tubular (CFST) stub columns with circular cross-section also.

引用

页码：507 / 512

页数：6

共 50 条

[1] Analysis on load-deformation curves of the concentrically compressed concrete filled circular CFRP-steel tubular stub columns
College of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China
Key Eng Mat, 2009, (507-512):
[2] Analysis about load-deformation relationship on the concentrically compressed concrete filled circular CFRP-steel tubular stub columns
School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
Shenyang Jianzhu Daxe Xuebao, 2008, 1 (86-90):
[3] Analysis about load-deformation relationship on the eccentrically compressed concrete filled circular CFRP-steel tubular members
School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
不详
Shenyang Jianzhu Daxe Xuebao, 2008, 1 (81-85):
[4] Simplified calculation method of load carrying capacity about the concentrically compressed stub columns reinforced by concrete filled CFRP-steel tube
Wang, Qing-Li
Jiang, Gui-Lan
Xie, Guang-Peng
Wu, Jin-Guo
He, Zhen-Wen
Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2006, 22 (01): : 21 - 24
[5] Analysis of load carrying capacity of axially compressed concrete filled CFRP-steel tubular columns with square cross-section
Wang, Q. (ceqlwang@sjzu.edu.cn), 1600, Science Press (34):
[6] Investigation on the load capacities of concrete filled CFRP-steel tube stub columns under axial compression
School of Civil Engineering, Chang'an University, Xi'an 710061, China
Harbin Gongye Daxue Xuebao, 2007, SUPPL. 2 (82-85):
[7] NUMERICAL ANALYSIS ON MOMENT-CURVATURE CURVES OF THE CONCRETE FILLED CIRCULAR CFRP-STEEL TUBULAR FLEXURAL MEMBERS
Wang, Qing-Li
Liu, Lin
Ren, Qing-Xin
PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 119 - 124
[8] Bending performance of concrete filled circular CFRP-steel tubular members
Wang, Qing-Li
Zhang, Hai-Bo
Pan, Dong-Feng
Yin, Chun-Xiao
Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2006, 22 (04): : 534 - 537
[9] STATIC BEHAVIOR OF AXIALLY COMPRESSED CIRCULAR CONCRETE FILLED CFRP-STEEL TUBULAR (C-CF-CFRP-ST) COLUMNS WITH MODERATE SLENDERNESS RATIO
Wang, Q. L.
Qu, S. E.
Shao, Y. B.
Feng, L. M.
ADVANCED STEEL CONSTRUCTION, 2016, 12 (03): : 263 - 295
[10] Static test on axially compressed concrete filled CFRP-steel tubular columns with square cross-section
Wang, Qingli
Zhao, Weijuan
Li, Jia
Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (SUPPL.1): : 267 - 273

← 1 2 3 4 5 →