EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

Zhang Guojun; LüXilin

doi:10.13204/j.gyjz200503009

Volume 35 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(3): 20-22,26

Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009

Citation:

Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

doi: 10.13204/j.gyjz200503009

1.
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University Shanghai 200092

Received Date: 2004-11-12
Publish Date: 2005-03-20

Abstract

Abstract

Based on the seismic behavior experimental research on 3 high-strength concrete short columns under low-frequency cyclic loading,it is discussed and analyzed that the developing process and distributing of cracks at high-strength concrete short columns crack,reinforcing steel bars strains variational regular pattern and the influence of type of stirrups and stirrup ratio on modification of high-strength concrete short columns.
- high strength concrete,
- short column,
- crack,
- strain,
- stirrup ratio,
- type of stirrups

FullText(HTML)

References(6)

References

[2] 姜维山,白国良.配复合箍、螺旋箍、X形筋钢筋混凝土短柱的抗震性能及抗震设计.建筑结构学报,1994,15(1):2～16

中国土木工程学会,高强与高性能混凝土委员会.高强混凝土结构设计与施工指南.北京:中国建筑工业出版社,2001

[3] 张国军,白国良,刘伯权,等.高轴压比高强混凝土短柱抗震性能试验研究.西安建筑科技大学学报,2003,35(2):116～119

[4] Frdric Lgeron,Patrick Aultre.Behavior of High-Strength Concrete Column under Cyclic Flexure and Constant Axial.ACI Structural Journal,2000:591～601

[5] Yan Xiao,Henry W Yun.Experiment Studies on Full-Scale High-Strength Concrete Columns.ACI Structural Journal,2002,99(2)

[6] 张国军.大型火力发电厂高强混凝土框架柱的抗震性能研究.西安建筑科技大学,2003

Relative Articles

[1]	LI Guochang, CAO Wenzheng, YANG Zhijian, FENG Xing, CHEN Bowen. MECHANICAL PROPERTIES OF HIGH-STRENGTH-CONCRETE-FILLED HIGH-STRENGTH-STEEL SQUARE-TUBE STUB COLUMNS UNDER BIAXIAL ECCENTRIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 152-159,193. doi: 10.13204/j.gyjzG19111310
[2]	Zhang Peng, Zhong Qingyu, Deng Yu, Liu Wenbing, Mou Xiaohui. EXPERIMENTAL AND THEORETICAL RESEARCH ON CRACKS OF CFRP-PCPS COMPOSITE REINFORCED CONCRETE CONTINUOUS BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 7-11. doi: 10.13204/j.gyjz201506002
[3]	Li Xiaofen Liu Lixin Zhang Huipeng, . EXPERIMENTAL STUDY OF FATIGUE BEHAVIOR OF THE PRESTRESSED CONCRETE BEAMS WITH PRETENSIONED BENT-UP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 95-101. doi: 10.13204/j.gyjz201507020
[4]	Yang Kun Meng He Shi Qingxuan Zhao Junhai, . MINIMUM STIRRUP CHAＲACTERISTIC VALUES OF HSC COLUMNS CONFINED WITH HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 66-71. doi: 10.13204/j.gyjz201506014
[5]	Chen Zongping, Ye Peihuan, Xue Jianyang, Li Ling. MECHANICAL BEHAVIOR OF SQUARE STEEL TUBE SHORT COLUMNS FILLED WITH RECYCLED AGGREGATE CONCRETE UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 13-18. doi: 10.13204/j.gyjz2001411003
[6]	Ren Qingxin, Mo Yaqing, Jia Lianguang, LüYanbo. ANALYSIS OF CONICAL DOUBLE SKIN STEEL TUBES CONFINED CONCRETE STUB COLUMNS SUBJECTED TO AXIAL PARTIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 144-148. doi: 10.13204/j.gyjz201304030
[7]	Xue Jianyang, Liu Jinlu, Ma Hui, Liu Yi, Liu Zuqiang. EXPERIMENTAL STUDY ON RESTORING FORCE MODEL OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 35-39,161. doi: 10.13204/j.gyjz201309006
[8]	Yang Kun, Shi Qingxuan, Zhao Junhai, Guo Yani. AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 9-13,28. doi: 10.13204/j.gyjz201302002
[9]	Liu Zhao, Zhao Junhai, Wang Juan, Zhu Qian, Wu Sai. BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSED CIRCULAR TUBED STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 109-112,132. doi: 10.13204/j.gyjz201212023
[10]	Fang Zhi, Wang Fei, Yin Xinfeng, Wang Cheng. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF RC BOX PIERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 12-19. doi: 10.13204/j.gyjz201203003
[11]	Ye Xianguo, Wang Chengcheng, Chong Xun, Jiang Qing, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 86-90. doi: 10.13204/j.gyjz201207013
[12]	You Qiang, You Meng. THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 55-58. doi: 10.13204/j.gyjz201110014
[13]	Liu Yanhua, Wang Tieliang, Bai Yikui. EXPERIMENTS ON RUBBER CONCRETE-FILLED STEEL TUBULAR STUB COLUMNS WITH CIRCULAR SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 95-99. doi: 10.13204/j.gyjz201110023
[14]	Long Yueling, Cai Jian, Huang Yansheng. ULTIMATE CAPACITY OF AXIALLY-LOADED RECTANGULAR CFT STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 95-99. doi: 10.13204/j.gyjz201007024
[15]	Shu Ganping, Liu Xiaoying, Miao Wei. EXPERIMENTAL RESEARCH AND BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSIVE REINFORCED CONCRETE-FILLED STEEL TUBE SHORT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 100-106，136. doi: 10.13204/j.gyjz201004022
[16]	Yu Xin, Tao Zhong. RESIDUAL STRENGTH OF CONCRETE-FILLED DOUBLE-SKIN STEEL TUBULAR STUB COLUMNS AFTER EXPOSURE TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 9-13. doi: 10.13204/j.gyjz200904003
[17]	Bai Liang, Liang Xingwen. INFLUENCE OF THE CHARACTERISTIC VALUE OF STIRRUP CONTENT IN BOUNDARY ELEMENTS ON ALLOWABLE AXIAL LOAD RATIO FOR CONCRETE STRUCTURAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 44-48. doi: 10.13204/j.gyjz200904011
[18]	Gu Wei, Zhao Ying-hua, Sun Guo-shuai. STRENGTH CALCULATION OF CONCRETE FILLED CFRP_STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 42-44. doi: 10.13204/j.gyjz200704012
[19]	Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011
[20]	Yang Youfu, Han Linhai. INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021