STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN

Rong Bin; Chen Zhi-hua; Yang Nan; Miao Ji-kui

doi:10.13204/j.gyjz201210026

Volume 42 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 126-133

Rong Bin, Chen Zhi-hua, Yang Nan, Miao Ji-kui. STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 126-133. doi: 10.13204/j.gyjz201210026

Citation:

Rong Bin, Chen Zhi-hua, Yang Nan, Miao Ji-kui. STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 126-133. doi: 10.13204/j.gyjz201210026

Citation:

Rong Bin, Chen Zhi-hua, Yang Nan, Miao Ji-kui. STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 126-133. doi: 10.13204/j.gyjz201210026

PDF( 0 KB)

STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN

doi: 10.13204/j.gyjz201210026

Rong Bin^1,2,3,
Chen Zhi-hua^1,2,
Yang Nan^1,2,
Miao Ji-kui⁴

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Key Laboratory of Coast Civil Structure Safety,Ministry of Education,Tianjin 300072,China;
3.
3. School of Civil Engineering,Xingjiang University,Urumqi 830047,China;
4.
4. School of Architecture and Urban Planning,Shandong Jianzhu Uninversity,Jinan 250101,China

Received Date: 2011-11-11
Publish Date: 2012-10-20

Abstract

Abstract

Static tensile loading experiment and nonlinear finite element analysis were carried out to study mechanical properties and failure modes of diaphragm-through joints of concrete-filled square steel tubular column.With comparison between experimental data and finite element analysis results such as load-displacement curves and bearing capacity,the feasibility of finite element analysis was proved.For diaphragm-through joints of concrete-filled square steel tubular column,it was found that tensile load from steel beam flange was mainly shared by square steel tube and diaphragm; as well as 3 failure modes which were steel beam flange fracture,weld fracture and joint broken.For steel square tube,plastic zone appeared around intersections between steel square tube and diaphragm． However,for diaphragm,plastic zone appeared along the cross-section lines enclosed by steel square tube．

FullText(HTML)

References(7)

References

CECS 159∶ 2004 矩形钢管混凝土结构技术规程[S].

[2] Ricles J M，Peng S W，Lu L W.Seismic Behavior of CompositeConcrete Filled Steel Tube Column-Wide Flange Beam MomentConnections[J].Journal of Structural Engineering，2004，130(2): 223-232.

[3] Fukumoto T，Morita K.Elasto-Plastic Behavior of Panel Zone inSteel Beam-to-Concrete Filled Steel Tube Column MomentConnections[J].Journal of Structural Engineering，2005，131(7): 1841-1853.

[4] 周天华，何保康，陈国津.方钢管混凝土柱与钢梁框架节点的抗震性能试验研究[J].建筑结构学报，2004，25 (1 ): 9 －16.

[5] 聂建国，秦凯.方钢管混凝土柱内隔板式节点骨架曲线的确定方法[J].土木工程学报，2008，41(4): 1-7.

[6] 王先铁，郝际平，孙彤，等.新型方钢管混凝土柱－钢梁节点抗震性能试验研究[J].地震工程与工程振动，2007，27 (4 ):67-73.

[7] 聂建国，秦凯，张桂标.方钢管混凝土柱内隔板式节点的抗弯承载力研究[J].建筑科学与工程学报，2005，22(1): 42 －49．

Relative Articles

[1]	YU Jinghai, HAN Ping, LI Luchuan, YAN Xiangyu, ZHAO Siyu. Experimental and Finite Element Analysis of New Type of Cross-Shaped Gusset-Plate Support Connections to Slotted Tubular Memebers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 129-137. doi: 10.13204/j.gyjzG20121409
[2]	LIU Lianbo, ZHOU Ming, WANG Xintang. Mechanical Property Experiments and Finite Element Analysis of Joints Between H-Steel Beams and Columns After Fire[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 107-112. doi: 10.13204/j.gyjzG22092306
[3]	LI Shengqiang, YANG Bo, JIN Huan, GUO Hongyan. EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE PROPERTIES OF CONCRETE-FILLED STEEL SQUARE TUBULAR COLUMNS WITH INNER TIE-BAR FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 94-99. doi: 10.13204/j.gyjz20092706
[4]	ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710
[5]	MA Hongwei, WEI Zengting, LIU Weiya. PULL-OUT TEST AND FINITE ELEMENT ANALYSIS OF ANCHORAGE-EMBEDDED PARTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 81-89. doi: 10.13204/j.gyjzG20110403
[6]	Wu Fangbo, Liu Biao, Li Jun, Deng Libin, Huang Lu. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STRUCTURAL MEASURES FOR JOINTS BETWEEN NEW TYPE OF SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 50-56. doi: 10.13204/j.gyjz201502012
[7]	Peng Lingyun, Xue Tao, Kang Yingjie. PERFORMANCE EXPERIMENT AND FINITE ELEMENT ANALYSIS OF SHAFTLESS VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 61-64. doi: 10.13204/j.gyjz201505014
[8]	He Xuejun, Yu Xiaoguang, Zhou Chaoyang, Liu Shu, Wu Xukang. FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF RC FRAME JOINTS INDIRECTLY STRENGTHENED WITH TIED AND LOCK-ANCHORED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 157-161. doi: 10.13204/j.gyjz201505033
[9]	Yan Dexu, Wan Hongxia, Wang Xiaoping. EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025
[10]	Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026
[11]	Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024
[12]	Li Nan, Wang Lai. STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 117-121,143. doi: 10.13204/j.gyjz201010026
[13]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[14]	Liu Jingbo, Liu Yangbing, Guo Bing, Yang Jianguo. PARAMETER ANALYSIS OF SEISMIC BEHAVIOR OF STEEL-CONCRETE COMPOSITE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 96-100. doi: 10.13204/j.gyjz200908023
[15]	Wang Xiantie, Hao Jiping, Pan Yang, Ren Qingqing, Zhou Guangen. BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 23-26. doi: 10.13204/j.gyjz200803007
[16]	Gu Qian, Zhu Xiangyang, Yang Shuangshuang, Peng Shaomin. EXPERIMENTAL INVESTIGATIONS AND FINITE ELEMENT ANALYSIS OF LOAD_TRANSFERRED MODE OF THICK SIX_PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 50-55,16. doi: 10.13204/j.gyjz200703014
[17]	Wang Wei-hua, Tao Zhong. TEMPERATURE FIELD CALCULATION OF PLANAR CONCRETE-FILLED STEEL TUBULAR FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 39-42,136. doi: 10.13204/j.gyjz200712009
[18]	Du Dongshen, Li Aiqun, Shi Qiyin, Li Peibin, Lou Yu. SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 83-86. doi: 10.13204/j.gyjz200603022
[19]	Chen Zhihua, Miao Jikui. STUDY ON VERTICAL STIFFENER JOINT BETWEEN CONCRETE-FILLED STEEL SQUARE TUBULAR COLUMN AND H-STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 61-63,78. doi: 10.13204/j.gyjz200510019
[20]	Chen Yu, Chen Yiyi, Huang Yongqiang. EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 10-13. doi: 10.13204/j.gyjz200511003