ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE

Ma Meiling; Zhu Hanya; Zhuang Yizhou; Huang Hongbo

doi:10.13204/j.gyjz200506023

Volume 35 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 80-83

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:

Ma Meiling, Zhu Hanya, Zhuang Yizhou, Huang Hongbo. ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 80-83. doi: 10.13204/j.gyjz200506023

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)

ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE

doi: 10.13204/j.gyjz200506023

1.
1. Civil Department of Zhejiang Science and Technology University Hangzhou 310018;
2.
2. Civil Department of Zhejiang University Hangzhou 310027;
3.
3. Zhejiang Provincial Office of Audit Hangzhou 310007

Received Date: 2005-01-20
Publish Date: 2005-06-20

Abstract

Abstract

Concrete- filled steel rectangular tubular( CFSR) structure combines the strong points of both common rectangularsteel tubular structure and concrete- filled circular steel tubular structure, it can be connected easily and safely. Meanwhile,as the steel tube and the filled- in concrete work together, the efficiency of the two materials can be improved and the cost ofthe construction can be reduced. In this paper, the K- joints of CFST truss is analyzed using FEM, the stress distribution ofthe filled- in concrete under normal use is educed. And their failure mode is discussed.
- concrete-filled steel rectangular tubular structure K-joint,
- failure mode,

FullText(HTML)

References(7)

References

韩林海.钢管混凝土结构.北京:科学出版社,2000

[2] 钟善桐,陈洪涛,张素梅.方形与圆形钢管混凝土性能的连续和设计的统一.钢结构,2001,16(5):47～50,56

[3] Packer J A,Henderson J E.空心管结构连接设计指南.曹俊杰,译.北京:科学出版社,1997

[4] Kredaras A K, Sapalas A. Research and Practice of Concrete-Filled Steel Tubes in Lithuania. Journal of Constructional Steel Research, 1999,49:187 ～ 212

[5] Morgan M R, Lee M M K. Parametric Equations for Distributions of Stress Concentration Factors in Tubular K-Joints Under Out-of-Plan Moment Loading. International Journal Fatigue, 1998,20 ( 6 ): 449 ～ 461

[6] DL/T-5085-1999 钢-混凝土组合结构设计规程

[7] 蔡绍怀.钢管混凝土结构的计算和应用.北京:中国建筑工业出版社,1989

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 .