A New Method to Estimate Ductility of L-Shaped CFT Columns with Binding Bars under Axial Compression

被引：0

作者：

Long, Yue-Ling ^{[1
]}

Cai, Jian ^{[2
]}

机构：

[1] S China Univ Technol, Sch Architecture, Guangzhou 510640, Guangdong, Peoples R China

[2] S China Univ Technol, Dept Civil Engn, Guangzhou 510640, Peoples R China

来源：

ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4 | 2012年 / 594-597卷

基金：

中国博士后科学基金; 中国国家自然科学基金;

关键词：

Ductility; Concrete-filled; Binding Bar; L-shaped; STEEL BOX COLUMNS; LOAD BEHAVIOR; STRENGTH; TESTS;

D O I：

10.4028/www.scientific.net/AMR.594-597.828

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Ductility of six L-shaped concrete-filled steel columns with binding bars and one without binding bars were discussed based on the experimental study. A new method based on material properties instead of experimental data was proposed to estimate the ductility of six L-shaped concrete-filled steel columns with binding bars and one without binding bars. Comparison between ductility coefficients based on experimental data and the calculated values by the proposed method shows good agreement.

引用

页码：828 / +

页数：2

共 50 条

[21] Numerical Research on Axial Compression Behavior of L-shaped Steel Reinforced Concrete Short Columns
Xu, Ming
Song, Zhanfeng
Yang, Maomao
Ji, Jing
Jiang, Liangqin
2019 INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL ENGINEERING, ENERGY RESOURCES AND ENVIRONMENT ENGINEERING, 2019, 330
[22] Axial Compression Ratio Limit of L-shaped Reinforced Concrete Columns with Different Limb Lengths
Qu, Fulai
Tian, Peiyuan
Qi, Luyang
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 522 - 525
[23] Calculation of Ductility of Square CFT Stub Columns With Binding Bars Subjected to Eccentric Load
Su Guangqun
Cai Jian
Zhao Xiaoqin
Zhu Changhong
ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 1883 - 1890
[24] Mechanical behavior of square CFST stub columns with binding bars under axial compression
Cai, J. (cvjcai@scut.edu.cn), 1600, South China University of Technology (41):
[25] Experimental research on L-shape CFT stub columns with binding bars subjected to eccentric compression
Zuo Z.
Cai J.
Zhu C.
Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2010, 40 (02): : 346 - 351
[26] Research on Behavior of Rectangular CFST Stub Columns with Binding Bars under Axial Compression
Liu, Hongliang
Cai, Jian
ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 790 - 797
[27] Axial bearing capacity of square and rectangular CFT stub columns with binding bars
Cai, Jian
Long, Yueling
Jianzhu Jiegou Xuebao/Journal of Building Structures, 2009, 30 (01): : 7 - 14
[28] L-shaped steel-concrete composite columns under axial load: Experiment, simulations and design method
Wang, Yunhe
Guo, Lanhui
Li, Hongda
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 185 (185)
[29] STUDY ON MECHANISM OF L-SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMNS SUBJECTED TO AXIAL COMPRESSION
Zhang, Jicheng
Yang, Jun
NEW MATERIALS AND PROCESSES, PTS 1-3, 2012, 476-478 : 2463 - 2468
[30] Performance of Chinese 701 Aluminum Alloy L-shaped Member under Axial Compression
Hu, Xiaoguang
Cheng, Yongfeng
Cui, Zhijie
Xing, Haijun
Guo, Xiaonong
2020 6TH INTERNATIONAL CONFERENCE ON ENERGY MATERIALS AND ENVIRONMENT ENGINEERING, 2020, 508

← 1 2 3 4 5 →