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Study on high temperature collapse detection technology of reinforced concrete columns strengthened with angle steel
被引:0
|
作者
:
Zeng Y.
论文数:
0
引用数:
0
h-index:
0
机构:
Sichuan College of Architectural Technology, Deyang, Sichuan
Sichuan College of Architectural Technology, Deyang, Sichuan
Zeng Y.
[
1
]
Yu F.
论文数:
0
引用数:
0
h-index:
0
机构:
College of Civil Engineering, Hunan City University, Yiyang Hunan
Sichuan College of Architectural Technology, Deyang, Sichuan
Yu F.
[
2
]
机构
:
[1]
Sichuan College of Architectural Technology, Deyang, Sichuan
[2]
College of Civil Engineering, Hunan City University, Yiyang Hunan
来源
:
Yu, Fang (502121924@qq.com)
|
2018年
/ Inderscience Publishers, 29, route de Pre-Bois, Case Postale 856, CH-1215 Geneva 15, CH-1215, Switzerland卷
/ 13期
关键词
:
Angle steel reinforcement;
Collapse detection;
Reinforced concrete column;
D O I
:
10.1504/IJMMP.2018.096146
中图分类号
:
学科分类号
:
摘要
:
Reinforced concrete column strengthened with angle steel has strong high temperature resistance. Through the quantitative analysis and testing of the high temperature collapse of concrete column, the formula design of reinforced concrete column is improved to enhance the high temperature collapse performance of concrete column. Reinforced concrete columns high temperature collapse technology strengthened by angle steel based on bilinear elastic hysteretic model is proposed and equivalent linear recursive analysis method is used to calculate the restoring force model of concrete column. Experimental results show that the method can be used to calculate the ultimate crack depth and fracture toughness reliability of concrete column and detect high temperature collapse of reinforced concrete columns. It can be effectively combined with regular field nondestructive testing and long-term strain monitoring to achieve high temperature collapse of concrete column detection. Copyright © 2018 Inderscience Enterprises Ltd.
引用
收藏
页码:228 / 239
页数:11
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