THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT

Wang Caihui; Sun Wei; Jiang Jinyang; Sun Guowen; Ye Bangtu; Han Jiande

doi:10.13204/j.gyjz201011001

Volume 40 Issue 11

May 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 1-5,31

MA Yingchang, LIU Haifeng, ZHANG Minghu. EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014

Citation:

Wang Caihui, Sun Wei, Jiang Jinyang, Sun Guowen, Ye Bangtu, Han Jiande. THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 1-5,31. doi: 10.13204/j.gyjz201011001

Citation:

PDF( 0 KB)

THE STUDY ON DIFFUSION PERFORMANCE OF CHLORIDE ION IN CONCRETE UNDER COUPLING ACTION OF DYNAMIC LOAD AND ENVIRONMENT

doi: 10.13204/j.gyjz201011001

1.
1. Jiangsu Key Laboratory of Construction Materials,Nanjing 211189,China;
2.
2. Department of Materials Science and Engineering of South East University,Nanjing 211189,China

Received Date: 2010-07-15
Publish Date: 2010-11-20

Abstract

Abstract

The diffusion performance of chloride ion in concrete under the coupling action of dynamic load and environment was researched by a new set of experimental mechanism.The experiment was composed of study on saturated performance of concrete,diffusion performance of chloride ion with different stress levels and under coupling action of dynamic load and temperature.The results showed that the transport mechanism of chloride ion in concrete accounted with diffusion due to the 99% of degree of saturation of concrete;diffusion coefficient of chloride ion was increased with the stress level and temperature increase;and the activation energy for chloride diffusion was 19.9 kJ / mol;life of reinforced concrete bridge was 89.1 years obtained by the model of life prediction of reinforced concrete.
- Coupled,
- dynamic load,
- stress level,
- temperature,
- chloride ion,
- diffusion

FullText(HTML)

References(9)

References

[2] FRANCOIS R,MASO J C.Effect of Damade in ReinforcedConcrete on Carbonation or Chloride Penetration[J].Cement andConcrete Research,1988(18): 961-970.

赵尚传,盖国晖.荷载作用下混凝土中氯离子侵蚀性研究现状与发展[J].公路,2009(9):264-268.

[3] Gontar W Alex,Joseph P Martin,John S.Effects of CyclicLoading on Chloride Permeability of Plain Concrete[J].ConditionMonitoring of Materials and Structures,2000:95-109.

[4] 陈拴发,廖卫东,郑木莲.腐蚀疲劳下的高性能混凝土渗透性及破坏机理[J].武汉理工大学学报,2005,27(8): 31-34.

[5] Nobuaki Otsuki,Marish S Madlangbayan,Takahiro Nishida,etal.Temperature Dependency of Chloride Induced Corrosion inCorrosion in Concrete [J].Journal of Advanced ConcreteTechnology,2009,7(1): 41-50.

[6] Page C L,Short N R,EI Tarras A.Diffusion of Chloride Ions inHardened Cement Pastes[J].Cement and Concrete Research,1981(11): 395-406.

[7] JTJ 27089 水运工程混凝土试验规程[S].

[8] 李伟文,张根亮,刘江山.荷载作用下混凝土氯离子渗透性研究.第一部分:研究现状和研究方法[J].中国建材科技,2002,11(3):19-25.

[9] Lee M K,Barr B I G.An Overview of the Fatigue Behavior ofPlain and Fiber Reinforced Concrete[J].Cement ＆ ConcreteComposites,2004(26):299-305.

Relative Articles

[1]	ZHAO Zhiyuan, WANG Yan, ZHANG Haibin. Stduy on Mechanical Properties of Steel Frame Structures with Rotational Friction Damper[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 138-147. doi: 10.13204/j.gyjzG21072206
[2]	XIONG Qingqing, GUI Haiwei, ZHANG Wang, LI Ge. Finite Element Parametric Analysis of Seismic Performance of Wide-Flange L-Shaped CFST Composite Columns with Built-in PBL[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 7-16,173. doi: 10.13204/j.gyjzG22042402
[3]	WANG Peng, YU Bin, SHI Qingxuan, WANG Feng. Experimental Research on Seismic Performance of New-Type Steel Reinforced Concrete Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 113-120,127. doi: 10.13204/j.gyjzG21072801
[4]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[5]	LI Guo-chang, JI Da-cang, QIU Zeng-mei. Finite Element Analysis of Seismic Performance of Outer-Ring Cover Plate Joints Between Concrete-Filled Square Steel Tubular Column with Built-in I-Shaped CFRP and Steel Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 170-177,185. doi: 10.13204/j.gyjzG21090615
[6]	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
[7]	Liu Zuqiang, Xue Jianyang, Zhao Hongtie, Gao Liang. EXPERIMENTAL STUDY OF SEISMIC BEHAVIORS OF LATTICE STEEL REINFORCED CONCRETE FRAME WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 151-155.
[8]	Li Qingning, Li Yujun, Jiang Weishan, Wei Wei, Zheng Xianchao. STUDY ON THE SEISMIC BEHAVIOR AND NORMAL SECTION BEARING CAPACITY CALCULATION OF THE JOINTS OF LOCAL ENCASED STEEL TUBULAR ASSEMBLY COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 77-81. doi: 10.13204/j.gyjz201410016
[9]	Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
[10]	Wang Sheliang, Yu Binshan, Fan Yujiang, Yang Tao. SEISMIC BEHAVIOR EXPERIMENTAL RESEARCH ON PERFORMANCE ENHANCEMENTS OF RAC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 21-25. doi: 10.13204/j.gyjz201311005
[11]	Cui Xiaoling, Liang Xingwen, Yang Penghui. SEISMIC BEHAVIOR OF HIGH PERFORMANCE CONCRETE SHEAR WALL WITH END COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 1-8. doi: 10.13204/j.gyjz201302001
[12]	Shi Qingxuan, Wang Peng, Wang Qiuwei, Lu Yabei. STUDY OF FACTORS INFLUENCING SEISMIC BEHAVIOR OF SRC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 134-139,37. doi: 10.13204/j.gyjz201310028
[13]	Yu Hang, Zha Xiaoxiong. SEISMIC BEHAVIOR OF CFST COLUMN TO BEAM JOINT WITHOUT WELDING IN CONSTRUCTION FIELD:EXPERIMENT AND FE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 15-19. doi: 10.13204/j.gyjz201106003
[14]	Hu Qi, Hao Jiping, Guo Hongchao, Zhou Qi, Li Yan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 112-115. doi: 10.13204/j.gyjz201105025
[15]	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
[16]	Wang Qingxiang, Zhao Pengzhan, Guan Hongbo. AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF CONCRETE－FILLED GFRP TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 70-74. doi: 10.13204/j.gyjz201004016
[17]	Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005
[18]	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
[19]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[20]	Ai Bing, Wu Minzhe, Guo Di, Wang lixin. EXPERIMENT ON SEISMIC BEHAVIOR OF 4-STORY R.C. FRAME WITH BROAD-LIMB SPECIAL SHAPE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 11-13,10. doi: 10.13204/j.gyjz200702003

Supplements(0)

Cited By

Cited by

Periodical cited type(16)

1.	刘彦清，马亚利. 掺粉煤灰混凝土强度劣化试验研究. 科学技术与工程. 2024(07): 2863-2868 .
2.	王修文，徐文婧，秦东阳. 干湿循环-硫酸盐侵蚀作用下沙漠砂混凝土性能及微观结构分析. 四川水泥. 2024(12): 17-21 .
3.	刘海峰，徐文婧，刘一江，徐婷，杨维武，邵蔚. 高温后沙漠砂混凝土抗压强度恢复试验研究. 混凝土. 2023(01): 154-158 .
4.	孙根江. 引水隧道混凝土衬砌中粉煤灰含量对抗压强度的影响. 中国胶粘剂. 2023(03): 47-52 .
5.	李敏，朱燕芳，李志强，张俊龙. 沙漠砂混凝土框架空间角节点抗震性能分析. 混凝土. 2023(03): 19-25 .
6.	高翔，李志强，周阳，张俊龙. 沙漠砂混凝土空间边节点抗震性能有限元分析. 混凝土. 2023(05): 32-38 .
7.	刘海峰，刘一江，姜彦杰，车佳玲，杨维武. 冻融循环作用下沙漠砂混凝土抗冻性能研究. 工业建筑. 2023(S1): 616-622 . 本站查看
8.	寇玉冬，张利伟，向军海. 沙漠砂资源的利用与沙漠砂混凝土改良研究现状. 西部资源. 2023(05): 120-124 .
9.	刘海峰，张润奇，吕晓晔，杨维武. 冲击荷载作用下沙漠砂混凝土动态抗折性能研究. 混凝土. 2022(08): 51-55 .
10.	许建疆，何明胜，郭军林，袁康，王颖，秦鹏亮，王浩然. 粉煤灰微珠-沙漠砂陶粒混凝土正交试验研究. 非金属矿. 2022(05): 83-88 .
11.	周一飞，姜挺，杨元全，张冰. 粉煤灰对20～-70℃低温冻融环境下混凝土力学性能的影响. 沈阳理工大学学报. 2022(06): 51-57 .
12.	邵蔚，刘一江，杨维武，刘海峰，陈小龙，车佳玲. 沙漠砂混凝土高温后抗压强度超声检测试验研究. 混凝土. 2022(11): 170-176 .
13.	刘海峰，马映昌，张润奇，邵蔚，马菊荣. 冻融环境下沙漠砂对混凝土轴心受压力学性能的影响. 哈尔滨工业大学学报. 2021(03): 101-109+117 .
14.	张建. 不同粉煤灰掺量对混凝土路基防水性能的影响研究. 中国建筑防水. 2021(04): 13-18 .
15.	孙晓燕，叶柏兴，王海龙，陈龙. 3D打印沙漠砂混凝土的可行性研究. 新型建筑材料. 2021(05): 38-41+64 .
16.	杨维武，张倩，刘海峰，陶仁光. 粗骨料对高温后沙漠砂混凝土抗压性能影响数值模拟. 科学技术与工程. 2021(36): 15571-15580 .