DEFORMATION AND STRESS REDISTRIBUTION OF CCRST COLUMNS UNDER LONG-TERM AXIAL COMPRESSION

Chen Zhouyi; Zheng Zhupeng; Lei Jiayan; Liu Lijun

doi:10.13204/j.gyjz201101017

Volume 41 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(1): 68-72

Cui Xiguang, Liu Zhi, Liu Xiang, Wang Yongjia. EXPERIMENTAL STUDY ON THE END ANCHORAGE OF THE CONCRETE MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 125-128. doi: 10.13204/j.gyjz201107027

Citation:

Chen Zhouyi, Zheng Zhupeng, Lei Jiayan, Liu Lijun. DEFORMATION AND STRESS REDISTRIBUTION OF CCRST COLUMNS UNDER LONG-TERM AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 68-72. doi: 10.13204/j.gyjz201101017

Citation:

PDF( 0 KB)

DEFORMATION AND STRESS REDISTRIBUTION OF CCRST COLUMNS UNDER LONG-TERM AXIAL COMPRESSION

doi: 10.13204/j.gyjz201101017

1.
Department of Civil Engineering,Xiamen University,Xiamen 361005,China

Received Date: 2010-03-22
Publish Date: 2011-01-20

Abstract

Abstract

Based on the ACI 209 method for predicting the creep and shrinkage of concrete,a study was conducted using age-adjusted effective modulus method to evaluate the deformation and stress redistribution of the long-term axially loaded concrete columns reinforced with concrete filled steel tube(CCRST),which was an ordinary reinforced-concrete column where there was a steel tube designed to be put in the core additionally.In addition,it was also examined the influence of different parameters,such as the age at first loading,the magnitude of loading and the area ratio of steel to gross section on the deformation and stress redistribution of the axially loaded CCRST columns.The analysis indicates that the deformation caused by the creep and shrinkage develops quickly in the early loading phase(within 4 or 5 months after loading),and the results of the stress redistribution will lead to a remarkable increase of the stress in steel tube.
- concrete column reinforced with concrete filled steel tuke,
- creep,
- shrinkage,
- redistribution of stress,
- longterm axial compression

FullText(HTML)

References(10)

References

[2] 惠荣炎, 黄国兴, 易冰岩.混凝土的徐变[M].北京:中国铁道出版社, 1988.

Zhao Guofan, Zhang Dejun, Chen Zhouyi.Behavior and Design ofHigh-Performance Concrete Columns Under Cyclic Loading[C]//Proceedings of ICCMC /IBST 2001International Conference onAdvanced Technologies in Design, Construction and Maintenanceof Concrete Structures.2001:230－236.

[3] 黄国兴, 惠荣炎.混凝土的收缩[M].北京:中国铁道出版社, 1990.

[4] 韩林海, 刘威.长期荷载作用对圆钢管混凝土压弯构件力学性能影响的研究[J].土木工程学报, 2002, 35(2):8－19.

[5] ACI Committee 209.Prediction of Creep, Shrinkage andTemperature Effects in Concrete Structures[S].

[6] ComitEuro-International Du Beton.CEB-FIP Model Code 1990[S].

[7] BS 8110.Structural Use of Concrete, Part2Code of Practice forSpecial Circumstance[S].

[8] Bazant Z P.Prediction of Concrete Creep Effects Using AgeAdjusted Effective Modulus Method[J].ACI Journal, 1972(69):212－217.

[9] 孙宝俊.混凝土徐变理论的有效模量法[J].土木工程学报, 1993, 15(3):66－68.

[10] 钟善桐.钢管混凝土结构[M].北京:清华大学出版社, 2003:34－48.

Relative Articles

[1]	ZHANG Xuechang, LI Yanhua, ZHANG Sumei, WANG Yuyin, ZHOU Chong. Experimental Research on Long-Term Performance of Axially Loaded Steel- Tube-Confined CFST Short Columns Considering Temperature Effect[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 110-119. doi: 10.3724/j.gyjzG24080306
[2]	DU Ting, QU Pengyu, JI Xiankun, LI Zhiying, WANG Benwu, CHEN Sen. Predictions for Carbonation Depth of Marine Concrete Under Different Temperature and Humidity Environments Based on Levenberg-Marquart Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 217-222. doi: 10.3724/j.gyjzG23083020
[3]	ZENG Yu, BAI Yao, SUN Peng, HAN Tianyu. Experimental Study on Mechanical Properties of Artificially Frozen Soft Clay[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 105-111. doi: 10.13204/j.gyjzG22070421
[4]	DU Erfeng, ZHOU Xiongliang, QIN Le, HE Yunfei, SHU Ganping, ZHOU Guangen. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 24-28. doi: 10.13204/j.gyjz202003005
[5]	WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703
[6]	WANG Wei, HAN Bin, WANG Wanzhi, HUANG Yuanzhao, HOU Mingyue. RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN EMBEDDED STEEL PLATE AND REPLACEABLE TOE DAMPER IN CORRUGATED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 111-117,87. doi: 10.13204/j.gyjz202004020
[8]	Wu Fahong, Chen Guiping, Ji Weibing. DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027
[9]	Wang Caihui, Sun Wei, Jiang Jinyang, Sun Guowen, Ye Bangtu, Han Jiande. THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 1-5,31. doi: 10.13204/j.gyjz201011001
[10]	Chen Lihua, Zhang Xinbin, Cheng Daye, Zhang Zhong. HYDRATION OF MASS CONCRETE FOR FOUNDATION OF NUCLEAR POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 14-16. doi: 10.13204/j.gyjz201001005
[11]	Sheng Xingwang, Liu Haitao. RESEARCH ON THE KEY TECHNOLOGIES OF JINGHANG GRAND CANAL CONTINUOUS BEAM’S CONSTRUCTION MONITORING ON SHANGHAI-NANJING INTERCITY RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 26-30,40. doi: 10.13204/j.gyjz201010007
[12]	Wu Jing, Wu Jun-yan, Meng Shao-ping. RESEARCH ON INDIRECT STRESS AND CRACK CONTROL OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 13-15,98. doi: 10.13204/j.gyjz200605004
[13]	Yao Ming-fu, Zhan Bing-gen, Hui Ling. CURING OF HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 70-72,90. doi: 10.13204/j.gyjz200604021
[14]	Zhang Yu-ming, Meng Shao-ping, Gao Hai-ning, Lu Jia-ping. STUDY ON REASONABLE REINFORCEMENT IN LARGE AREA PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 16-19. doi: 10.13204/j.gyjz200605005
[15]	Lu Fei, Cheng Wenrang, Chen Zhongfan, Huang Zhen, Su Yi. ANALYSIS AND TEST METHOD FOR THE MECHANICAL PROPERTY OF DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 30-32.
[16]	Zhu Yifeng, Li Ce, Feng Jian. USE OF PRESTRESSED TRUSS IN POINT SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 78-80. doi: 10.13204/j.gyjz200409023
[17]	Jiang Xiaojing, Song Xiaobing, Wang Wei. EFFECT OF AMBIENT TEMPERATURE ON CORROSION OF REINFORCEMENT IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 11-14. doi: 10.13204/j.gyjz200405004
[18]	Zuo Xiaobao, Li Aiqun, Ni Lifeng, Chen Qingfu. SEISMIC RESPONSE ANALYSIS FOR FRAME STRUCTURE WITH SUPER-ELASTIC SHAPE MEMORY ALLOY DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 13-16,20. doi: 10.13204/j.gyjz200410004

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	何利，沙慧玲，种迅，高俊，冯晖，李志鹏，赵鹏. 预制混凝土外挂墙板连接及对结构抗震性能影响研究进展. 工业建筑. 2024(04): 207-218 . 本站查看
2.	张国伟，安佳宁，高海智，张文利，秦昌安，薛红京，张猛，汪浩强，王雅贤. 受损带预制外挂墙板框架结构修复后抗震性能研究. 工业建筑. 2023(08): 31-37+95 . 本站查看
3.	郭卫松. 反复荷载下的腹板开孔轻钢龙骨砌体围护墙体抗冲击性能建模分析. 华南地震. 2023(03): 175-182 .
4.	李江燕. 水平地震力作用下预制钢筋混凝土框架可靠性分析. 北方建筑. 2023(05): 9-13 .