EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500

Zhang Wei; Geng Shujiang; Zhu Jianguo; Jiang Tao; Wang Mingping

doi:10.13204/j.gyjz200911006

Volume 39 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 22-25

Jin Yi, Bi Qiaoying, Jin Ziqing. EXPLORATION AND PRACTICE OF ROMANTICISM IN“FUNCTIONAL”BUILDINGS IN THE ARCHITECTURAL DESIGN OF WUHAN 1 000 KILOVOLT SUBSTATION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 192-195. doi: 10.13204/j.gyjz201508035

Citation:

Zhang Wei, Geng Shujiang, Zhu Jianguo, Jiang Tao, Wang Mingping. EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 22-25. doi: 10.13204/j.gyjz200911006

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500

doi: 10.13204/j.gyjz200911006

1.
1. Central Research Institute of Building and Construction of MCC Group,Beijing 100088,China;
2.
2. College of Civil Engineering Qingdao Technological University,Qingdao 266033,China

Received Date: 2009-03-01
Publish Date: 2009-11-20

Abstract

Abstract

Based on the experiments of nine bias columns with 500MPa fine grain bars and one column with HRB400 bars,it was observed that the test' development of the crack and failure mode.Through the analysis of the experimental results 500MPa Fine-grained bias columns' crack width and spacing of the measured values are compared with the calculation results by the code formula.The results show that the measured value that can meet the requirements is less than the one calculated in accordance with existing norms,but the calculated values of crack width in accordance with the norm is greater.The crack width of the bias component is smaller than bending members,components by the stress state impact the crack width;calculation results of crack width by the proposed formula show that the bias component and bending members have the same reliability.
- 500 MPa fine grain bar,
- bias column,
- crack width,
- crack spacing

FullText(HTML)

References(1)

References

王命平,张自琼,耿树江.500 MPa级带肋碳素钢筋混凝土简支梁的受弯试验[J].工业建筑,2007,37(8):39-42.

Relative Articles

Supplements(0)

Cited By

Cited by

Periodical cited type(6)

1.	刘卫然，郭世达，于海丰，高任清，韩建田. 筒仓仓顶空间钢桁架施工支撑平台模块化设计. 空间结构. 2024(03): 79-87+51 .
2.	崔邯龙，郭建行，索晓峰，胡旭光，谢正权. 32m大直径群仓仓顶施工支撑体系设计研究. 粉煤灰综合利用. 2023(05): 120-125 .
3.	杨新峰，刘平，舒浙锋，仓杰卿. 立筒仓施工平台支模桁架结构形式对比计算. 建筑结构. 2021(S1): 2296-2303 .
4.	肖树豪，赵海龙，李勤山，李国耀. 大直径筒仓仓顶施工支撑体系优化分析. 工业建筑. 2018(05): 139-143 . 本站查看
5.	马仁伟，夏军武，陈晓淼，陈婷. 装配式钢桁架筒仓施工支撑平台力学参数优化设计. 工业建筑. 2018(07): 166-172 . 本站查看
6.	钱琨，张恒. 大跨度建筑管桁架结构施工技术. 科技视界. 2016(06): 142+184 .