NUMERICAL ANALYSIS AND ULTIMATE AXIAL COMPRESSION RATIO OF NEW STEEL REINFORCED CONCRETE COLUMNS

Wang Qiuwei; Shi Qingxuan; Tang Liujiu

doi:10.13204/j.gyjz201207022

Volume 42 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(7): 127-133,174

Wang Qiuwei, Shi Qingxuan, Tang Liujiu. NUMERICAL ANALYSIS AND ULTIMATE AXIAL COMPRESSION RATIO OF NEW STEEL REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 127-133,174. doi: 10.13204/j.gyjz201207022

Citation:

Wang Qiuwei, Shi Qingxuan, Tang Liujiu. NUMERICAL ANALYSIS AND ULTIMATE AXIAL COMPRESSION RATIO OF NEW STEEL REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 127-133,174. doi: 10.13204/j.gyjz201207022

Citation:

PDF( 0 KB)

NUMERICAL ANALYSIS AND ULTIMATE AXIAL COMPRESSION RATIO OF NEW STEEL REINFORCED CONCRETE COLUMNS

doi: 10.13204/j.gyjz201207022

1.
1. School of Civil Engineering,Xi'an University of Architecture &Technology,Xi'an 710055,China;
2.
2. Northwest Electronic Power Design Institute,Xi'an 710075,China

Received Date: 2010-12-13
Publish Date: 2012-07-20

Abstract

Abstract

Seismic performance of traditional steel reinforced concrete ( SRC) columns was indistinctively improvedrelative to RC columns in that I and H shaped steel couldn't supply enough constraint for core concrete, henceapplication of the composite columns is limited in high earthquake intensity region, and two new type steel reinforcedconcrete columns are proposed based on this background. Numerical models of five specimens which have beencompleted are established using nonlinear finite element method, and accuracy of the numerical analysis is verified bycomparing ABAQUS results with the experiment of five new columns under low cyclic reversed loading, with focus onhysteretic curves, skeleton curves and stress state of steel. In addition, effects of axial compression ratio, concretestrength grade and stirrup spacing on seismic performance of new columns are analyzed, and limited values of axialcompression ratio for three seismic grades are proposed, which supply a reference for standard revision andengineering calculation.
- new steel reinforced concrete columns,
- numerical simulation,
- seismic performance,
- effect factors,
- limit values of axial compression ratio

FullText(HTML)

References(9)

References

陈才华,王翠坤,孙慧中.型钢混凝土压弯构件抗震性能试验研究[J].工程抗震与加固改造,2007,29(4):68-73.

[2] 赵世春,黄雄军,路湛沁.劲性钢筋混凝土柱基本抗震行为的试验研究[J].建筑结构学报,1996,17(3):43-51.

[3] 刘阳.核心型钢混凝土柱抗震性能实验研究[D].泉州:华侨大学,2006.

[4] 王秋维.型钢混凝土柱的受力性能及其结构抗震性能设计研究[D].西安:西安建筑科技大学,2009.

[5] Lindner J.Stability of Structural Members:General Report[J].Journal of Constructional Steel Research,2000,55(1-3):29-44.

[6] Dubina D,Goina D,Georgescu M,et al.Recent Research on Stability Analysis of Thin-walled Cold-formed steel members[J].Journal of Constructional Steel Research,1998,46(1):172-173.

[7] 陈城.变截面宽肢薄腹构件滞回性能的数值分析和实验研究[D].上海:同济大学,2003.

[8] JGJ138-2001/J130-2001型钢混凝土组合结构技术规程[S].

[9] 贾金青,孙洪梅,李大永.钢骨高强混凝土短柱轴压力系数限值[J].大连理工大学学报,2002,42(2):218-222.

Relative Articles

[1]	FANG Xiaojun, LI Junxi, ZHOU Yun, SONG Jian. Experimental and Numerical Studies on Axially-loaded Mechanical Properties of Tuned-Mass Type Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 177-186. doi: 10.3724/j.gyjzG24091401
[2]	HUANG Zhenyu, LIN Gan, HUANG Xinxiong, LI Weiwen, SUI Lili, Youtam. Bond-Slip Constitutive Model and Numerical Simulation of Shaped Steel Embedded in UHPC[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 143-152. doi: 10.13204/j.gyjzG21092803
[3]	FANG Yuan, YU Feng, LI Zilong, TAN Siyong, YANG Zhixin. Quasi-Static Loading Tests and Numerical Simulations of Restoring Force Characteristics of T-Joints Between PCCC Columns and RC Ring Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 160-168. doi: 10.3724/j.gyjzG23011501
[4]	DING Shijun, DING Mintao, MAN Yin, NIE Zhibao. Analysis on Effect Factors and Characteristics of Shear Properties for Interfaces Between Basalt and Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 194-200. doi: 10.13204/j.gyjzG22060607
[5]	CHONG Xun, CHEN Zixing, JIANG Qing, HUANG Junqi, LI Haoran, FANG Xiaowen, XIE Jinchen. Research on Seismic Performance of Prefabricated Concrete Shear Wall Structures with Bolt Connections[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 12-18,90. doi: 10.13204/j.gyjzG21012705
[6]	YU Haifeng, MA Yanan, MA Kang, WU Yangzhou, GAO Erjun. EFFECT OF WELDING PROCESSES ON MECHANICAL PERFORMANCES FOR COMPOSITE SHEAR WALLS REINFORCED WITH STEEL TUBES WELDED WITH SQUARE STEEL TUBES AND C TYPE STEEL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 71-76. doi: 10.13204/j.gyjzG19120303
[7]	LIAO Mingjin, AN Wen, TANG Hua, DENG Qin, YU Shangyang. STUDY ON CHARACTERISTICS OF UPLIFT-BEARING CAPACITY AND INFLUENCE FACTORS OF TUNNEL ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 139-147. doi: 10.13204/j.gyjzG19082020
[8]	SUI Liang, SHAO Yongjian, LIANG Xiao, ZHOU Yifan, WANG Guozuo. EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 39-45. doi: 10.13204/j.gyjzG19122311
[9]	Li Qingning, He Di, Wang Peng, Jiang Weishan. EXPERIMENTAL STUDY OF SEISMIC BEHAVIOR OF THE STEEL TUBULAR ASSEMBLY COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 11-15.
[10]	Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
[11]	Xue Jianyang, Wang Yuncheng, Ma Hui, Liu Jinlu, Ao Xiang. EXPERIMENTAL STUDY ON LATERAL BEARING CAPACITY AND AXIAL COMPRESSION RATIO LIMIT VALUES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 30-34,45. doi: 10.13204/j.gyjz201309005
[12]	Shi Qingxuan, Wang Peng, Wang Qiuwei, Lu Yabei. STUDY OF FACTORS INFLUENCING SEISMIC BEHAVIOR OF SRC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 134-139,37. doi: 10.13204/j.gyjz201310028
[13]	Wei Demin, Guo Lei, Zhang Haiyan. ANALYSIS OF INFLUENCE FACTORS ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE STAIRS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 61-65,70. doi: 10.13204/j.gyjz201310014
[14]	Li Hua, Huang Bencai. THE NUMERICAL SIMULATION OF INFLUENCE OF AN INTERNAL BLAST CAVITY EFFECT ON OVERPRESSURE FOR A STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 48-53. doi: 10.13204/j.gyjz201202011
[15]	Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[16]	Liang Xingwen, Yang Penghui, Deng Mingke. THE STUDY ON THE ALLOWABLE AXIAL LOAD RATIO OF CONCRETE SHEAR WALL WITHOUT CONFINED BOUNDARY ELEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 67-70. doi: 10.13204/j.gyjz200909013
[17]	Jiao Junting, Diao Bo, Ye Yinghua. RESEARCH ON THE ULTIMATE AXIAL COMPRESSION RATIO OF REINFORCED CONCRETE L-SHAPED COLUMNS BY SECTION GAUSS NUMERICAL INTEGRATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 36-38. doi: 10.13204/j.gyjz200707012
[18]	Su Yi, Cheng Wenrang. LIMIT VALUE OF AXIAL COMPRESSION RATIO OF SRC COLUMN WITH H-SHAPED OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 85-87. doi: 10.13204/j.gyjz200602025
[19]	Zhou Hongbo. NUMERICAL SIMULATION OF THE RELATIONSHIP OF BEARING CAPACITY OF POST-GROUTING BORED PILE AND GROUTING PARAMETERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 60-63. doi: 10.13204/j.gyjz200509016
[20]	Zhang Chunmei, Yin Yi, Zhou Yun. ANALYSIS OF FACTORS INFLUENCING AXIAL COMPRESSIVE BEARING CAPACITY OF CONCRETE-FILLED STEEL TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 66-68. doi: 10.13204/j.gyjz200410020