TEST RESEARCH AND FINITE ELEMENT ANALYSIS OF STEEL BEAM SPLICING JOINT STRENGTHENED BY CFRP

Yan Li; Li Huijian; Gao Baifeng; Wang Bing

doi:10.13204/j.gyjz200803029

Volume 38 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(3): 109-111

Guo Lixiang Li Ting Yang Jian Huang Hong, . EXPERIMENT AND FINITE-ELEMENT CALCULATION STUDY ON CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR MEMBERS UNDER COMPRESSION AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 148-152. doi: 10.13204/j.gyjz201507030

Citation:

Yan Li, Li Huijian, Gao Baifeng, Wang Bing. TEST RESEARCH AND FINITE ELEMENT ANALYSIS OF STEEL BEAM SPLICING JOINT STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 109-111. doi: 10.13204/j.gyjz200803029

Citation:

PDF( 0 KB)

TEST RESEARCH AND FINITE ELEMENT ANALYSIS OF STEEL BEAM SPLICING JOINT STRENGTHENED BY CFRP

doi: 10.13204/j.gyjz200803029

1.
College of Civil Engineering and Mechanics,Yanshan University,Qinhuangdao 066004

Received Date: 2007-05-15
Publish Date: 2008-03-20

Abstract

Abstract

Based on static experimental research, the major factors that influence strengthening effect and the destroyed mode of the steel beam bolt splicing joint strengthened by CFRP are observed. The numerical modeling has been done by the bolt splicing joint finite element analysis model considering the contact friction and the pretightening force. The contribution to the yield load and rigidity by the bolt joint strengthened by CFRP has been analyzed. The finite element analysis result and the test result show that the strengthening method is effective.
- CFRP sheets,
- strengthen,
- finite element method,
- steel beam joint

FullText(HTML)

References(5)

References

郑云, 叶列平, 岳清瑞. FRP 加固钢结构的研究进展. 工业建筑,2005, 35(8) : 20-25, 34

[2] 彭福明, 郝际平, 岳清瑞, 等. 碳纤维增强复合材料(CFRP) 加固修复损伤钢结构. 工业建筑, 2003, 33(9) : 7-10

[3] 马建勋, 宋松林, 赖志生, 等. 粘贴碳纤维布加固钢构件受拉承载力试验研究. 工业建筑, 2003, 33(2) : 1-4

[4] 张宁, 岳清瑞, 杨勇新, 等. 碳纤维布加固钢结构疲劳试验研究.工业建筑, 2004, 34(4) : 19-21

[5] 岳清瑞, 彭福明, 杨勇新, 等. 碳纤维布加固钢结构有效粘接长度的试验研究. 工业建筑, 2004, 34(增刊) : 321-324

Relative Articles

[1]	WANG Qingli, ZHAO Jie, PENG Kuan. Tests on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubes Connected by Thread Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 13-22. doi: 10.3724/j.gyjzG22102805
[2]	CHEN Peng, SUN Shu. Finite Element Analysis and Bearing Capacity Calculation of Combined Cruciform CFST Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 35-40,117. doi: 10.13204/j.gyjzG21022307
[3]	GE Yipeng, XIONG Xueyu. FINITE ELEMENT ANALYSIS OF BENDING TEST FOR PRESTRESSED CONCRETE DOUBLE TEES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 21-27,52. doi: 10.13204/j.gyjzg21061511
[4]	XIAO Chengzhi, GE Chenhe, WANG Zihan, SI Yu. TEST AND NUMERICAL ANALYSIS OF MECHANICAL PROPERTIES OF GROUTED MICRO-STEEL-PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 85-92. doi: 10.13204/j.gyjz202006014
[5]	SHI Kairong, LIN Jinlong, XU Jiebin, JIANG Zhengrong, SUN Hui, CHEN Ju, LIN Lin. FULL-SCALE STABILITY EXPERIMENT AND FINITE ELEMENT ANALYSIS OF A NEW ARRAY COMBINED FORMWORK SUPPORT SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 142-146. doi: 10.13204/j.gyjz202003024
[6]	Zhang Ailin, Ma Jing, Liu Xuechun. EXPERIMENT STUDIES ON BEARING CAPACITY OF PREFABRICATED STEEL FRAME WITH INCLINED BRACES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 10-13.
[7]	Xu Zhouyuan, Zhao Renda, Zhan Yulin. FEM ANALYSIS AND PARAMETER STUDY OF THE STEEL-CONCRETE COMPOSITE SLAB WITH PBL SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 104-109,6. doi: 10.13204/j.gyjz201311024
[8]	Xie Li, Chen Mengcheng, Huang Hong. EXPERIMENTAL STUDY ON RECTANGULAR CONCRETE-FILLED DOUBLE-SKIN STEEL TUBES SUBJECTED TO ECCENTRIC COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 128-131. doi: 10.13204/j.gyjz201305027
[9]	Liu Ronggui, Li Mingjun, Liu Dexin, Cai Dongsheng, Xie Guihua. EXPERIMENTAL INVESTIGATION AND FINITE ELEMENT ANALYSIS OF WEDGE-BOND ANCHORAGE FOR CFRP-TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 92-96. doi: 10.13204/j.gyjz201211020
[10]	Yan Qi-wu, Huang Wei, Yang Cheng-xi, Yang Di-rou, Chen Jie-gang. EXPERIMENTS AND FEM ANALYSIS FOR BEARING CAPACITY OF ARCH SUPPORT PORTALFRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 108-112. doi: 10.13204/j.gyjz201210023
[11]	Zou Linbin, Jiang Haibo, Wei Chungen, Yin Wu, Yang Min. FINITE-ELEMENT ANALYSIS OF SHEAR BEHAVIOR OF JOINT STRUCTURE IN SEGMENTAL CONSTRUCTION CONCRETE BOX GIRDER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 92-95. doi: 10.13204/j.gyjz201111020
[12]	Qin Peicheng, Zha Xiaoxiong. THEORY AND EXPERIMENT STUDY ON THE FATIGUE BEHAVIOR OF METAL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 42-45. doi: 10.13204/j.gyjz201103007
[13]	Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[14]	Liu Ronggui, Xu Fei. FINITE ELEMENT ANALYSIS OF BONDING ANCHORS FOR EXPERIMENTAL BRIDGE WITH CFRP CABLES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 61-64. doi: 10.13204/j.gyjz200912016
[15]	Yang Zhao, Dai Shaobin. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF BRICK WALL STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 124-127. doi: 10.13204/j.gyjz200905028
[16]	Wang Weihua, Tao Zhong. FE ANALYSIS OF CIRCULAR CFST COLUMNS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 28-32. doi: 10.13204/j.gyjz200904007
[17]	Yang Yongxin, Zhao Jinjie, Yue Qingrui, Lian Jie. EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 26-28. doi: 10.13204/j.gyjz200911007
[18]	Guo Peng, He Baokang, Yang Songling, Wang Yanmin. EXPERIMENT ON HIGH STRENGTH COLD2FORMED STEEL WALL STUDS UNDER AXIAL COMPRESSION AND FINITE ELEMENT ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 86-90. doi: 10.13204/j.gyjz200802023
[19]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[20]	Zuo Zhongjie, Chen Liu, Yu Weixiong, Lou Yu, Liu Weiqing. THE FINITE ELEMENT METHOD AND EXPERIMENTAL STUDY ON MODEL ANALYSIS OF THE ELASTICALLY SUPPORTED PLATFORM STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 53-55. doi: 10.13204/j.gyjz200408018

Supplements(0)

Cited By

Cited by

Periodical cited type(5)

1.	苏义峰，范家浩，史艳莉. 圆锥形中空夹层钢管混凝土压扭构件力学性能分析. 建筑科学. 2021(01): 42-49 .
2.	罗伟，陆国兵，兰涌森，谭继可，王宇航. 风电中空夹层钢管混凝土结构塔筒在往复扭矩作用下的破坏机理研究. 特种结构. 2021(02): 64-72 .
3.	史艳莉，高彦英，王文达. 内配型钢圆钢管混凝土压扭构件工作机理研究. 钢结构. 2018(07): 40-46 .
4.	夏松，卢得仁，丁发兴. 带拉筋方中空夹层钢管混凝土轴压短柱受力性能研究. 建筑结构学报. 2017(S1): 204-209 .
5.	黄宏，朱彦奇，郭晓宇，陈梦成. 塑料内管的方中空夹层钢管混凝土柱轴压性能研究. 应用力学学报. 2017(01): 88-94+198 .

Other cited types(12)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (94) PDF downloads(57)