EXPERIMENTAL STUDY OF BOND-SLIP BEHAVIOR OF SRC MEMBERS UNDER CYCLIC REVERSED LOADING AFTER HIGH TEMPERATURE

Wu Huazong; Li Junhua; Chi Yuyu; Qiu Dongliang

doi:10.13204/j.gyjz201505029

Volume 45 Issue 5

Jul. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(5): 138-142

Xu Qingyang, Li Aiqun, Shen Shungao. RESEARCH OF SEISMIC ENERGY DISSIPATION METHOD FOR LONG-SPAN SPACE TRUSS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 85-88. doi: 10.13204/j.gyjz200707025

Citation:

Wu Huazong, Li Junhua, Chi Yuyu, Qiu Dongliang. EXPERIMENTAL STUDY OF BOND-SLIP BEHAVIOR OF SRC MEMBERS UNDER CYCLIC REVERSED LOADING AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 138-142. doi: 10.13204/j.gyjz201505029

Xu Qingyang, Li Aiqun, Shen Shungao. RESEARCH OF SEISMIC ENERGY DISSIPATION METHOD FOR LONG-SPAN SPACE TRUSS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 85-88. doi: 10.13204/j.gyjz200707025

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF BOND-SLIP BEHAVIOR OF SRC MEMBERS UNDER CYCLIC REVERSED LOADING AFTER HIGH TEMPERATURE

doi: 10.13204/j.gyjz201505029

Publish Date: 2015-05-20

Abstract

Abstract

Eight steel reinforced concrete (SRC) short columns after high temperatures under cyclic reversed loading and three comparative specimens under monotony loading were tested to investigate their performance of bond degeneration． Test results showed that the failure modes of SRC columns under cyclic reversed loading were almost the same as those under monotony loading． The load-slip hysteretic curve of SRC columns was biased to the initial loading side and had no pinching in the whole loading process，which was similar to that of RC short columns． In the same conditions，the bond strength and the ultimate bearing capacity of specimens decreased with the increased of the maximum temperature or the length time of the maximum temperature，and they increased with the increase of the thickness of the protective layer． Cyclic reversed loading would lead to a decrease in bond strength and an rease in slip． The bond strength and slip stiffness degenerated more obvious with the increase of the maximum temperature or the length time of the maximum temperature．
- steel reinforced concrete ( SRC) column,
- after high temperature,
- cyclic reversed load,
- slip,
- bond degeneration

FullText(HTML)

References(0)

References

Relative Articles

[1]	CHEN Ming, XU Jingbo, WU Zhiyuan, LI Bushuan. Stability Test on Double-Limb Cold-Formed C-Shaped Steel Yurt Rigid Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 75-82. doi: 10.13204/j.gyjzG21072302
[2]	ZHANG Guowei, FENG Yang, QIN Changan, LU Qinggang, LIU Hua. Comparative Study on Autoclaved Aerated Concrete Slab Design in Chinese and European Codes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 204-210,168. doi: 10.13204/j.gyjzG22041004
[3]	CHEN Shuhui, XIA Zhanghua, WU Zelin, XU Yousheng, HU Mingliang, ZHU Sanfan. The Shear Bearing Capacity of Prefabricated UHPC Utility Tunnels[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 158-164. doi: 10.13204/j.gyjzG22010413
[4]	LIU Xuechun, QIANG Shen, DENG Yuping, GAO Jiawei, CUI Fuyuan. EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF PREFABRICATED INVISIBLE BEAMS AND FLOORS AT THE CONSTRUCTION STAGE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 36-43. doi: 10.13204/j.gyjz202005007
[5]	LU Jingfu, SUN Zhanqi, QIU Yong, LI Zhongwen, ZHOU Zhenwei, HUANG Chaojun. EXPERIMENTAL RESEARCH ON MECHANICS OF LONG-SPAN AND HEAVY-LOAD PRESTRESSED CONCRETE DOUBLE-TEES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 62-67. doi: 10.13204/j.gyjzG19111005
[6]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006
[7]	Wang Qingli, Wu Jun, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
[8]	Yang Qi’an, Shen Baohan. THE BEARING MECHANISM AND CALCULATION METHOD OF BEARING CAPACITY OF SCREW PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 67-70. doi: 10.13204/j.gyjz201301015
[9]	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
[10]	Huo Baorong, Zhang Xiangdong, Song Yang. EXPERIMENT OF STUDY ON BFRP CONCRETE BEAMS' BENDING PROPERTIES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 42-45. doi: 10.13204/j.gyjz201108012
[11]	Yi Hongwei, Huang Liang, Li Long, Yi Chujun, Wang Hui. RESEARCH ON THE MECHANICAL BEHAVIORS OF MULTI-ROW HOLE ALIGNMENT-TYPE INSULATION BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 89-91. doi: 10.13204/j.gyjz201111019
[12]	Xiong Xueyu, Huang Weiyi, Gao Feng. EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
[13]	Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENTAL INVESTIGATION AND CRACK RESISTANCE ANALYSIS ON LARGE SCALE PRESTRESSED STEEL REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 16-19. doi: 10.13204/j.gyjz201112004
[14]	Zhang Zhang, Fang Congqi, Wei Fu’an, Zou Qiaochang, Lin Guoxing. BENDING RESISTANCE BEHAVIOR OF SEVERELY CORRODED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 31-35. doi: 10.13204/j.gyjz201006008
[15]	Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
[16]	Yao Guohuang, Han Linhai. PRIMARY RESEARCH ON CALCULATIONS FOR BEARING CAPACITY OF CONCRETE FILLED HIGH STRENGTH STEEL TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 96-99,88. doi: 10.13204/j.gyjz200702024
[17]	Zhang Shimin, Yu Feng. LOAD TRANSFER AND BEARING CAPACITY OF PILES JACKED INTO SANDY DEPOSITS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 61-64. doi: 10.13204/j.gyjz200705016
[18]	Sun Tong, Wang Shi-qi, Hu Xia-min, Luo Wu-jian. RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 95-98. doi: 10.13204/j.gyjz200605025
[19]	Yu Qiong, Li Siming. ANALYSIS OF RC BEAM-COLUMN JOINTS STRENGTHENED BY ENLARGING COLUMN SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 43-47. doi: 10.13204/j.gyjz200504013
[20]	Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002

Supplements(0)

Cited By

Cited by

Periodical cited type(8)

1.	王江丽，王璐晗，陈淼，王飞，邵一鸣. 基于双碳目标下居住区风环境及能耗模拟研究——以洛阳市河南科技大学家属院居住区为例. 工业建筑. 2024(03): 90-96 . 本站查看
2.	刘延莘，伍昌友，谢仁阿依·伊卜拉依木. 历史街区街巷空间的形态要素构成研究——以荆州古城三义街北街为例. 工业设计. 2024(05): 125-130 .
3.	韩雅敏，邹明亮，江玉麟. 基于国土空间总体规划的乡镇发展潜力评价——以肇庆市为例. 国土资源导刊. 2024(02): 117-124 .
4.	黄艳雁，张旭，涂瑞鑫，吾提克尔·吐尔逊，陈小康. 风环境视角下滨江老旧街区局部更新策略研究——以枝江市老正街为例. 华中建筑. 2024(11): 77-83 .
5.	张佳敏，姚珊珊，吕红医. 道口镇传统街巷空间风环境特征研究. 西安建筑科技大学学报(自然科学版). 2023(03): 432-441 .
6.	王青青，林祖锐，杨欣玫. 基于CiteSpace近20年传统村落风环境分析. 中外建筑. 2023(12): 64-69 .
7.	张继焦，侯达. 民族地区历史文化名镇的“传统-现代”转型与“文旅融合”发展. 贵州民族研究. 2021(03): 153-159 .
8.	马宏斌，郑海晨，赵文玉. 我国建筑学领域历史文化村镇研究综述. 西北民族大学学报(自然科学版). 2020(03): 67-72 .