STUDY OF GALVANIC CORROSION SENSITIVITY BETWEEN ANY COUPLE OF STUD，WELDMENT，OR BEAM

Lu Xinying; Li Yang; Li Yuanjin

doi:10.13204/j.gyjz201508023

Volume 45 Issue 8

Nov. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(8): 125-128

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Citation:

Lu Xinying, Li Yang, Li Yuanjin. STUDY OF GALVANIC CORROSION SENSITIVITY BETWEEN ANY COUPLE OF STUD，WELDMENT，OR BEAM[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 125-128. doi: 10.13204/j.gyjz201508023

Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013

Citation:

PDF( 0 KB)

STUDY OF GALVANIC CORROSION SENSITIVITY BETWEEN ANY COUPLE OF STUD，WELDMENT，OR BEAM

doi: 10.13204/j.gyjz201508023

Publish Date: 2015-08-20

Abstract

Abstract

The corrosion behavior of Q235B steel beam，ML15 steel stud，and the weldment used in a steel-concrete composite element，as well as the galvanic couples referring to the stud body in a simulated rainwater and a saturated Ca( OH) 2 solution with different amount of chlorions，was studied by electrochemical method． The results showed that the weldment was the weakest part to be destroyed in the stud-beam system，the stud head was the following one，the stud body and the beam were moderate． So the galvanic cells were easily to be established between the weldment and stud，or beam in the simulated solutions at the present work，and the galvanic current increases with the corrosion strength of the solutions． The galvanic corrosion rate of weldment was at least one order higher than that of the selfcorrosion when the galvanic cell was established．
- composite structure,
- stud,
- corrosion

FullText(HTML)

References(0)

References

Relative Articles

[1]	YAN Shuyun, SHAO Yongjian, HONG Yu. Seismic Performance Analysis of Concrete Composite Torsional Columns Strengthened with CFRP Based on Cohesion Model[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 108-117. doi: 10.3724/j.gyjzG23022014
[2]	XIE Qiang, SHAO Yongjian, ZHU Kaiji. Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 118-129. doi: 10.3724/j.gyjzG23042605
[3]	ZHANG Yumin, LI Xiang, PANG Bao, WANG Yuliang, CAI Zhanjun, HE Bin. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED SHEAR WALLS WITH ENERGY-DISSIPATING VERTICAL JOINTS BEFORE AND AFTER STRENGTHENING WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 87-93,65. doi: 10.13204/j.gyjzG20092309
[4]	YANG Zhao, LING Zhihan, YE Jiaolong, LIU Kun, YANG Quan, ZHOU Xin. EXPERIMENTAL STUDY ON ASEISMIC PROPERTIES OF EARTHQUAKE-DAMAGED JOINTS FOR ASSEMBLED MONOLITHIC CONCRETE FRAMES STRENGTHENED WITH CARBON FIBER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 185-193. doi: 10.13204/j.gyjzG19121615
[5]	ZHOU Tiegang, WANG Xin, ZHANG Zaiyu, MA Ben, ZHU Ruizhao, DENG Mingke. EXPERIMENTAL RESEARCH ON ASEISMIC PERFORMANCES OF ROWLOCK WALLS STRENGTHENED WITH ECC[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 132-137. doi: 10.13204/j.gyjzG20061402
[6]	GE Wenjie, YU Jiamin, GAO Peiqi, SONG Wanrong, QIU Shengwei, CHEN Qiubing, JI Suidong. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF FRP REINFORCED ECC-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH CARBON FIBER SHEET[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 163-168. doi: 10.13204/j.gyjz202002025
[7]	Zheng Hengzhong, Deng Jun, Li Hui. EXPERIMENTAL STUDY OF AXIAL COMPRESSION PROPERTIES OF CONCRETE-FILLED STEEL TUBES WRAPPED WITH BFRP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 131-134.
[8]	Xu Ming, Pang Fangteng, Chen Zhongfan. FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP SHEETS BONDED WITH INORGANIC MATRIX[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 156-159. doi: 10.13204/j.gyjz201304032
[9]	Jiang Fengchang, Jiang Ye, Chen Hongqiu, Xi Youfang, Ju Pingguo. EXPERIMENTAL STUDY OF SEISMIC BEHAVIORS OF CORRODED REINFORCED CONCRETE COLUMNS STRENGTHENED WITH WRAPPED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 153-159,165. doi: 10.13204/j.gyjz201310031
[10]	Yang Yong, Zhao Fei, Liu Yi, Xue Jianyang. EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN RETROFITTED BY PRESTRESSED STEEL STRIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 45-48. doi: 10.13204/j.gyjz201302009
[11]	Shao Jinsong, Liu Weiqing, Jiang Tong, Jiang Jianqiang. EXPERIMENTAL STUDY ON FLEXIONAL BEHAVIOR OF TIMBER BEAM STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 151-156. doi: 10.13204/j.gyjz2011205029
[12]	Zhang Haixia, Kong Dandan, Liu Guorui. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED GFRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 20-24. doi: 10.13204/j.gyjz201110005
[13]	Wang Chenxia, Ming Wenhui. SEISMIC BEHAVIOR OF REINFORCED CONCRETE CRACK-SHORT COLUMNS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 15-19. doi: 10.13204/j.gyjz201110004
[14]	Wang Quanfeng, Fa Guanzhe, Chen Haojun, Huang Yihui, Wang Lingyun. AN EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF BFRP REINFORCED MORTISE-TENON JOINTS OF DIFFERENT CONSTRUCTION METHODS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 62-66. doi: 10.13204/j.gyjz201106013
[15]	Yu lin, Wang Fengxia, Jiang Linhua, Li Zhonghua. RESEARCH ON ADHESIVE PROPERTY OF CONCRETE STREGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 103-105,110. doi: 10.13204/j.gyjz201010023
[16]	Jiang Lixue, Zheng Qiaowen. TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
[17]	Wang Quanfeng, Liu Di, Huang Yihui, Yang Yongxin. RESEARCH ON THE SHEAR CAPACITY OF BRICK WALL WITH PILASTER REINFORCED BY GLASS FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 75-78. doi: 10.13204/j.gyjz200805018
[18]	Wang Bu, Liu Boquan, Wang Pu. EXPERIMENT ON SEISMIC BEHAVIOR OF CFRP - STRENGTHENED EXTERIOR RC FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 102-105,122. doi: 10.13204/j.gyjz200703025
[19]	Wu Gang, Wei Yang, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF RECTANGULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 14-18. doi: 10.13204/j.gyjz200706005
[20]	Wang Quan-feng, Chai Zhen-ling, Huang Yi-hui, Yang Yong-xin, Zhang Yun-bo. SHEAR FORMULA FOR DESIGN OF BRICK MASONRY WALL REINFORCED BY GFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 96-98,103. doi: 10.13204/j.gyjz200606026