PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS

Ren Qingxin; Guo Junfeng; Jia Lianguang; Liu Deqing

doi:10.13204/j.gyjz201108026

Volume 41 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(8): 110-114,90

Du Yongfeng, Wu Zhongtie, Fan Pingping. ANALYSIS OF STRESS AND DEFORMATION OF LAMINATED RUBBER BEARING CONNECTED WITH THE RC COLUMNS UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 39-42,132. doi: 10.13204/j.gyjz201203007

Citation:

Ren Qingxin, Guo Junfeng, Jia Lianguang, Liu Deqing. PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 110-114,90. doi: 10.13204/j.gyjz201108026

Citation:

PDF( 0 KB)

PRIMARY ANALYSIS OF MECHANICAL BEHAVIOR OF INCLINED CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCLE SECTIONS

doi: 10.13204/j.gyjz201108026

1.
School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China

Received Date: 2011-05-08
Publish Date: 2011-08-20

Abstract

Abstract

Aimed at the inclined concrete-filled steel tubular columns with circle sections in an existing skyscraper,finite element model was set up on the machanical behaviour of this structure.A set of test data was used to verify the finite element model.Generally,good agreement was achieved.Based on the finite element analysis,the interaction between steel tube and concrete,as well as failure mode was primarily analyzed.
- concrete-filled steel tube,
- inclined stub column,
- circle section,
- mechanical behaviour,
- finite element

FullText(HTML)

References(0)

References

Relative Articles

[1]	ZHAO Peng, ZHANG Xizhe, SHEN Jian, CHEN Jiejing, YU Ben, JIN Weiliang, XIA Jin. Influence of Spatial Distribution of Chloride Ion Concentration on Non-Uniform Corrosion of Reinforcement in Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 201-207. doi: 10.13204/j.gyjzG22070305
[2]	SHI Xudong, HAN Daquan, LI Yaqiang. Experimental Study on Influence of Stress Levels on Compressive Deformation Performances of Concrete Exposed to Ultralow Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 120-125. doi: 10.13204/j.gyjzG21051810
[3]	SUN Huping. FLEXURAL BEHAVIOR OF ECC-CONCRETE HYBRID COMPOSITE BEAMS REINFORCED WITH FRP AND STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 194-198,212. doi: 10.13204/j.gyjzG19122310
[4]	ZHOU Lichen, LIU Li, LI Yaning, LI Xiaodong, WEI Xiao, XIAO Yao. EXPERIMENTAL RESEARCH OF HIGH TEMPERATURE EFFECT ON BONDING PERFORMANCES BETWEEN STEEL BARS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 73-80. doi: 10.13204/j.gyjzG20010803
[5]	Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
[6]	Zhang Yu, Yang Yongxin, Guan Zengwei. LITERATURE REVIEW OF BOND BEHAVIOR BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 33-36,32. doi: 10.13204/j.gyjz201110008
[7]	Ji Guangyao. STUDY ON SOME KEY ISSUES RELATING TO USE OF RECYCLED AGGREGATE CONCRETE AS A STRUCTURAL MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 98-101. doi: 10.13204/j.gyjz201003022
[8]	Peng Xiuning, JinLiangzhi, XueJianyang, WeiBinning. EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 101-104,115. doi: 10.13204/j.gyjz201002023
[9]	Yu lin, Wang Fengxia, Jiang Linhua, Li Zhonghua. RESEARCH ON ADHESIVE PROPERTY OF CONCRETE STREGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 103-105,110. doi: 10.13204/j.gyjz201010023
[10]	Wang Jue, Ren Huitao, Liu Lixia. AN EXPERIMENTAL STUDY ON THE BOND BEHAVIOR BETWEEN STEEL BAR AND FROZEN CONCRETE DURING WINTER CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 75-78. doi: 10.13204/j.gyjz201012019
[11]	Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022
[12]	Huang Hua, Liu Boquan, Liu Weiduo. STUDY ON TENSILE BOND PERFORMANCE BETWEEN POLYMER MORTAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 98-102,105. doi: 10.13204/j.gyjz200904022
[13]	Ouyang Lijun, LüHaibo, Zhao Yanlin, . STUDY OF KAISER EFFECT DURING DAMAGE PROCESS OF CONCRETE-REBAR BOND[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 84-87,99. doi: 10.13204/j.gyjz200902013
[14]	Bu Liangtao, Luo Xinghua. TWO-SIDED SHEARING BONDING STRENGTH OF STEEL FIBER CEMENT MORTAR TO OLD CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 90-94. doi: 10.13204/j.gyjz200909019
[15]	Cai Lu, Chen Tailin, Chen Lei, Wang Hao. STUDY ON PERFORMANCE OF MODIFIED POLYESTER FIBER REINFORCED CONCRETE AND ITS APPLICATION IN AIRPORT PAVEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 66-68,79. doi: 10.13204/j.gyjz200710018
[16]	Pei Jianzhong, Zhang Jialin. STUDY OF BONDING PERFORMANCE OF THE WATERPROOFING MATERIAL FOR CONCRETE BRIDGE DECKS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 87-89. doi: 10.13204/j.gyjz200611021
[17]	Yuan Guanglin, Guo Cao, L Zhitao. EXPERIMENTAL STUDY ON BOND PROPERTY OF REINFORCED CONCRETE AT HIGH TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 57-60. doi: 10.13204/j.gyjz200602017
[18]	Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007
[19]	Fang Congqi. EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 15-18,22. doi: 10.13204/j.gyjz200512005
[20]	Wang Zijun, Liu Weiqing, Yao Qiulai, Dai Yunxiang. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 85-87. doi: 10.13204/j.gyjz200407025