EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS

Zhou An

doi:10.13204/j.gyjz200710023

Volume 37 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(10): 84-87

Zhou An, . EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 84-87. doi: 10.13204/j.gyjz200710023

Citation:

Zhou An, . EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 84-87. doi: 10.13204/j.gyjz200710023

Zhou An, . EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 84-87. doi: 10.13204/j.gyjz200710023

Citation:

Zhou An, . EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 84-87. doi: 10.13204/j.gyjz200710023

PDF( 0 KB)

EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS

doi: 10.13204/j.gyjz200710023

Zhou An¹,

1.
1. Hefei University of Technology Hefei 230009;
2.
2. Southeast University Nanjing 210096

Received Date: 2006-03-27
Publish Date: 2007-10-20

Abstract

Abstract

Based on 3 factors of stud diameter and concrete intensity and steel fibre, orthogonal push -off tests of weldedstud shear connectorswere conducted. The analysis of range and variance shows that the steel fiber inside concrete has noeffect on ultimate carrying capacity and shear rigidity of stud. Shear rigidity of stud increases as concrete intensity. Therelation between shear rigidity and slip is hyperbolic function. Formulae calculating ultimate carrying capacity and shearrigidity of stud are given. The repeat load tests show that the slip is no comeback with unloading even if low -shear.
- stud connectors,
- ultimate carrying capacity,
- shear rigidity,
- orthogonal test

FullText(HTML)

References(8)

References

.Ollgaard J G, Roger G Slutter, John W Fisher. Shear Strength of StudConnectors in Lightweight and Norma-l Weight Concrete. AISCEngineering Journal, 1971, 8(2): 55-64

.Li A, Krister C. Push -Out Tests on Studs in High Strength and NormalStrength Concrete. J. Constr. Steel Res, 1996,36(1): 15-29

.宗周红, 车惠民. 剪力连接件静载和疲劳试验研究. 福州大学学报, 1999, 27(6):61-66

.曹建安, 叶新梅. 结合梁栓钉的极限承载力的试验研究. 长沙铁道学院学报, 1999,17(1): 16-20

.Dennis Lam, ASCEM, Ehab E-l Lobody. Behavior of Headed Stud ShearConnectors in Composite Beam. J.Struct.Eng, 2005, 131(1): 96-107

.阎.石, 刘学东. 钢-混凝土组合梁连接件的综合评述. 沈阳建筑工程学院学报, 1996,12(2): 258-265

.聂建国. 钢-混凝土组合梁结构. 北京: 科学出版社, 2005: 1-314

.白国良, 刘.明. 荷载与结构设计方法. 北京: 高等教育出版社,2003: 140-145

Relative Articles

[1]	SHENG Zhigang, CHEN Xing, PAN Peng. Experimental Research on Influence Factors to Bearing Capacity and Stiffness Degradation of Small Concrete Block Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 94-99. doi: 10.13204/j.gyjzG22071404
[2]	ZHANG Jin-tao, LIU Qian, GUO Rui. Experimental Research on Flexural Properties of Chopped Basalt Fiber Reinforced Concrete Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 35-41,9. doi: 10.13204/j.gyjzG21080406
[3]	WANG Yuhang, ZHAO Yuting, ZHOU Xuhong, LI Qiqi. Experimental Research and Bearing Capacity Calculation of Ceramsite Concrete Filled Circular Steel Tube Short Column Under Uniaxial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 1-7. doi: 10.13204/j.gyjzG21112411
[4]	YANG Bai, XIAO Shiguo, MA Jianlin, LIU Baochen, SU Chunhui. FIELD TEST STUDY ON UPLIFT BEARING CHARACTERISTICS OF CONCRETE BELLED PILES IN SANDSTONE STRATA[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 132-138,147. doi: 10.13204/j.gyjzG20040902
[5]	YANG Shichun. CALCULATIONS AND EXPERIMENTAL ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF ROCK-SOCKETED CAST-IN-PLACE PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 143-148,194. doi: 10.13204/j.gyjzG20111802
[6]	Li Shen, Su Mingzhou, Li Feng. THE ELASTIC LATERAL STIFFNESS AND ULTIMATE CAPACITY OF V-ECCENTRIC BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 145-152. doi: 10.13204/j.gyjz201508027
[7]	Chi Yuyu Li Junhua Yu Kai Shi Zhe, . STUDY OF FORCE TRANSFER BEHAVIOR FOR SRC MEMBERS WITH STUD SHEAR CONNECTORS UNDER CYCLIC REVERSED LOADING AFTER EXPOSURE TO HIGH TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 159-163. doi: 10.13204/j.gyjz201507032
[8]	Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang. EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029
[9]	Deng Mingke, Chang Yuntao, Liang Xingwen, Wang Jing. ORTHOGONAL TEST RESEARCH ON COMPRESSIVE STRENGTH SIZE EFFECT OF ENGINEERED CEMENTITIOUS COMPISITES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 80-85. doi: 10.13204/j.gyjz201307019
[10]	Chen Zongping, Yang Yibin, Zheng Shufang, Su Yisheng. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTY OF REINFORCED RECYCLED AGGREGATE COARSE CONCRETE FLOOR-SLAB[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 52-56,127. doi: 10.13204/j.gyjz201305012
[11]	Chang Hong, Xia Junwu, Kong Wei, Zheng Peibo, Tang Xiaoxiang. DEVELOPMENT AND APPLICATION OF EXPERIMENT SYSTEM FOR SOIL-HYDRAULIC STRUCTURE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 71-75. doi: 10.13204/j.gyjz201306016
[12]	Yu Kequan, Yu Jiangtao, Tang Bo. EXPERIMENTAL AND FINITE ELEMENT ANALYSIS ON THE ULTIMATE BEARING CAPACITY OF HOLLOW SPHERICAL JOINTS WITH RIBBED STIFFENER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 85-90. doi: 10.13204/j.gyjz201108021
[13]	Wang Fei, Wang Wei, Chen Yiyi. EXPERIMENT ON STATIC BEARING CAPACITY OF MULTI-PLANAR INTERNALLY STIFFENED CHS TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 102-106. doi: 10.13204/j.gyjz201006023
[14]	Li Chenchen, Gao Danying, Yang Wentao. ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 77-80. doi: 10.13204/j.gyjz200909016
[15]	Shen Baohan, Wang Yan, Zhao Hui, Zhou Xiaobo, Wang Xing, He Jiandong, He Dexin, Qi Zhicheng. TEST STUDY OF COMPRESSION AND TENSION BEARING MECHANISM OF DX PILES WITH DOUBLE BULBS AT BEIJING BGFD WIND POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 45-54,79. doi: 10.13204/j.gyjz200902006
[16]	Zheng Tingyin, Xu Shiyun, Zhang Yu. TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022
[17]	Liu Zhongyu, Shang Yalong, Yan Fuyou, Zhang Qingwei, Ma Chongwu. EXPERIMENTAL STUDY ON BOND PROPERTIES OF GFRP BARS TO CEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 71-73,78. doi: 10.13204/j.gyjz200806019
[18]	Cheng Li, Wang Xiaoping, Huang Xuquan, Yu Qijun, Deng Chunlin, Wei Jiangxiong. INVESTIGATION ON FACTORS OF INFLUENCING THE EFFICIENCY OF ELECTROCHEMICAL CHLORIDE EXTRACTION BY ORTHOGONAL TEST METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 73-75. doi: 10.13204/j.gyjz200706019
[19]	Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003
[20]	Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013