Analysis research of reinforced concrete Z-shaped column normal section bearing capacity

被引：0

作者：

Li Bai-shou ^{[1
]}

Yang Bin-bo ^{[1
]}

机构：

[1] Yanbian Univ, Dept Struct Engn, Coll Engn, Yanji 133002, Jilin, Peoples R China

来源：

ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷

关键词：

Z-Shaped Column; Volume Reinforcement Characteristic; Normal section bearing capacity; ANSYS Finite Element Analysis;

D O I：

10.4028/www.scientific.net/AMM.94-96.258

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In view of the fact that the Z-shaped reinforced concrete column normal section bearing capacity formula has not been clear about the difference stipulation question with other specially column section bearing capacity computation, carries on axial compression-test of the Z-shaped reinforced concrete column with different volume reinforcement characteristic. In this article, established the Z shape column's load - elastic curve, promoted the Z-shaped column normal section bearing capacity formula including section correlation coefficient, and carried on the simulation using the ANSYS finite element software. The result indicated that the ANSYS simulation value was closely with the experimental value and the formula predicted value, and the formula predicted value security, has the high reliability.

引用

页码：258 / 261

页数：4

共 50 条

[1] Bearing capacity and ductility of reinforced concrete columns with Z-shaped cross-section
Dept. of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083, China
Beijing Hangkong Hangtian Daxue Xuebao, 2007, 1 (110-114):
[2] Non-linear Analysis of Z-Shaped Section Reinforced Concrete Column
Wang, Tiecheng
Chen, Xuan
ADVANCED RESEARCH ON MATERIAL ENGINEERING, ARCHITECTURAL ENGINEERING AND INFORMATIZATION, 2012, 366 : 276 - 280
[3] Sensitivity Parameter Analysis of Bearing Capacity and Ductility of Reinforced Concrete Columns with Z-shaped Cross-section
Jiao, Junting
Yang, Ronghua
ADVANCES IN CIVIL ENGINEERING AND BUILDING MATERIALS III, 2014, 831 : 158 - 163
[4] Analysis and Prospect of Size Effect on Normal Section Bearing Capacity of Reinforced Concrete Column
Xie Yongping
Jia Lei
Sun Gang
ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 422 - 426
[5] Cross-section ductility of confined high-strength concrete Z-shaped column
Department of Civil Engineering, Xiamen University of Technology, Xiamen 361021, China
不详
Jilin Daxue Xuebao (Gongxueban), 2008, 4 (823-828):
[6] Normal section bearing capacity calculation of steel reinforced concrete members with T-shaped steel
Zeng, L. (zenglei28@126.com), 1600, Tsinghua University (30):
[7] Bearing Capacity Analysis of the Cross-section Steel Reinforced Concrete Column in Different Parameters
Li, Riliang
Xu, Yafeng
Bai, Shouyan
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 526 - +
[8] Experimental study and finite element analysis on normal section bearing capacity of steel reinforced concrete special-shaped columns
Chen, Zongping
Wang, Ni
Zhong, Ming
Xue, Jianyang
Su, Yisheng
Chen, Z. (zpchen@gxu.edu.cn), 1600, Science Press (34): : 108 - 119
[9] Simplified Calculation Method for Normal Section Bearing Capacity of Steel Reinforced Concrete Special-Shaped Columns
Liu Z.
Mao D.
Xue J.
Zhang F.
Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2021, 29 (01): : 173 - 181
[10] Bearing capacity assessment of reinforced concrete slab -special-shaped column connections
Zhang, Wei
Xue, Jianyang
Xu, Jinjun
Li, Baoxin
Wei, Jinghui
ADVANCES IN CONCRETE CONSTRUCTION, 2022, 14 (06) : 401 - 412

← 1 2 3 4 5 →