EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION

Wang Quanfeng; Shen Zhangchun; Huang Yihui; Yang Yongxin

doi:10.13204/j.gyjz200907023

Volume 39 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 83-86

YANG Yuan, CUI Qiandao, LIAN Jijian, LIU Hongbo, ZHOU Guangen, CHEN Zhihua. LSTM-BASED DAMAGE PREDICTION AND ASSESSMENT OF SPATIAL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 203-208. doi: 10.13204/j.gyjzG20092308

Citation:

Wang Quanfeng, Shen Zhangchun, Huang Yihui, Yang Yongxin. EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 83-86. doi: 10.13204/j.gyjz200907023

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION

doi: 10.13204/j.gyjz200907023

1.
Huaqiao University,Quanzhou 362021,China

Received Date: 2008-10-20
Publish Date: 2009-07-20

Abstract

Abstract

In order to generalize HRB500 reinforcement and provide warrant for the redaction of Code for Design of Concrete Structures,the experiment researches should be done on the main characteristic of HRB500 reinforcement concrete members.The results of experimental study of 4 HRB500 reinforcement concrete columns under monotonous eccentric compression are summarized.Based on 4 tests,the typical features of deflection,the failing forms and the compressive behavior of columns are analyzed.It is shown that the failure shape,the pattern of deflection and the strain distribution of section of experimental columns are similar to the ordinary high strength concrete columns.The actual capacity of bearing of higher strength concrete columns are smaller than the result with formula.
- HRB500 reinforcement,
- columns,
- high-strength concrete,
- deflection,
- eccentricity,
- compressive strain

FullText(HTML)

References(4)

References

GB 500102002混凝土结构设计规范[S];

[2] 过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003;

[3] 中国建筑科学研究院.混凝土结构设计[M].北京:中国建筑工业出版社,2003;

[4] 高强混凝土结构专题组.高强混凝土偏心受压柱正截面承载力[G]//混凝土结构研究报告选集(3).北京:中国建筑工业出版社,1994.

Relative Articles

[1]	JIN Nan, WU Yongjingbang, SHI Zhongqi, YUE Qingrui, ZHENG Zexing. Research on Methods for Detection and Localization of Color Steel Tile Buildings[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 58-64. doi: 10.3724/j.gyjzG23120810
[2]	WANG Wei, MI Qingren, XIAO Yun, YANG Xincong. Research on the Detection Method of Hollowing and Missing for Building Exterior Walls Based on Visible and Infrared Image Fusion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 51-59. doi: 10.13204/j.gyjzG22112305
[3]	ZHANG Haoyu, DING Yong, LI Denghua. A Structural Surface Crack Detection Method Based on 3D Reconstruction[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 60-67. doi: 10.13204/j.gyjzG22102611
[4]	FAN Cunjun, JIN Songyan, JIN Nan, SHI Zhongqi, WU Yongjingbang, HAO Xintian. Crack Recognition and Quantitative Analysis Based on Deep Learning[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 126-132. doi: 10.3724/j.gyjzG24061802
[5]	YANG Yinqiang, KANG Shuai, WANG Zifa, HE Zhongying, TENG Hui. Research on Damage Identification for Steel Frames Based on Convolutional Autoencoder and Correlation Function[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 78-86. doi: 10.3724/j.gyjzG23102311
[6]	FAN Lijun. Identification of Crack in Concrete Structures Based on MobileNetV2 of Lightweight Convolutional Network[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 231-236. doi: 10.13204/j.gyjzG23021618
[7]	LI Shujin, XIONG Shuqi, FAN Peiran, WANG Gang. Application Research on Deep Convolutional Neural Network Considering Residual Learning in Structural Damage Identification[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 192-198. doi: 10.13204/j.gyjzg21101009
[8]	LI Rui, ZHANG Chun. RESEARCH ON STRUCTURAL DAMAGE DETECTION METHOD BASED ON ONE-DIMENSIONAL DILATED CONVOLUTION NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 177-183. doi: 10.13204/j.gyjzg20103011
[9]	ZHOU Yiyi, WANG Jin, LI Jiannan, JIAN Huicheng, ZHOU Qiang, HU Jiayi. STRUCTURAL LAYOUT AND SEISMIC ANALYSIS OF THE SPHERICAL EXHIBITION CENTER IN SUZHOU HIGH SPEED RAILWAY NEW CITY[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 204-212. doi: 10.13204/j.gyjzG20102206
[10]	HU Weibing, YANG Jia, WANG Long, HOU Yanfang. STUDY ON DAMAGE DETECTION AND QUANTIFICATION OF ANCIENT BUILDING TIMBER STRUCTURES BASED ON LAMINATION THEORY AND BP NEURAL NETWORKS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 71-77,111. doi: 10.13204/j.gyjzG20020501
[11]	Guo Man-liang, Huang Chao-jie, Ling Jiang, Xiao Ming. INTRODUCTION TO PROPOSALS FOR INTERNATIONAL DESIGN COMPETITION FOR SHENZHEN UNIVERSIDE SPORTS CENTRE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 113-119,82. doi: 10.13204/j.gyjz201210024
[12]	Chen Zhihua, Weng Kai, Liu Hongbo, Yan Renzhang, Bu Yidu. THE RESEARCH STATUS AND ENGINEERING APPLICATION OF STAINLESS STEEL ON SPACE GRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 55-62,54. doi: 10.13204/j.gyjz2011205009
[13]	Wang Cheng Zhang Yigang Tan Zhengguang, . ANALYSIS OF LOADING PROCESS OF THE IRSSP AFFECTED BY WEB MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 89-92. doi: 10.13204/j.gyjz200811022
[14]	Hong Jinxiang, Huang Wei, Miao Changwen. STUDY ON PREDICTION OF CONCRETE STRENGTH USING WAVELET NEURAL NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 47-49. doi: 10.13204/j.gyjz200407013

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	周建. 基于长短期记忆网络的田径运动员专项体能训练即时数据采集. 兰州文理学院学报(自然科学版). 2023(03): 107-112 .
2.	李红民，王健，闫凯. 基于多传感器数据融合的空间结构健康状态评估方法. 建筑结构学报. 2023(S1): 364-371 .
3.	王健，李红民，闫凯. 基于突变理论的空间钢结构稳定性研究. 山东建筑大学学报. 2023(05): 33-39 .

Other cited types(4)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (100) PDF downloads(97)