土木工程 |
|
|
|
|
混凝土结构锈胀开裂预测的路径概率模型 |
王晓舟1,2, 金伟良1, 延永东1 |
1.浙江大学 结构工程研究所,浙江 杭州 310027; 2.汉嘉设计集团股份有限公司,浙江 杭州 310005 |
|
Path probability model of corrosion-crack assessment for existing
reinforced concrete structures |
WANG Xiao-zhou1,2, JIN Wei-liang1,YAN Yong-dong 1 |
1. Institute of Structural Engineering ,Zhejiang University, Hangzhou 310017, China;
2. Hanjia Design Group Co.,Ltd., Hangzhou 310005, China |
[1] YAN Yandong , JIN Weiliang. Influence of cracking width to concrete durability[C]∥Proceedings of International Conference on Durability of Concrete Structures.Hangzhou, China:[s.n.],2008,2: 942946.
[2] JIN Weiliang, WANG Xiaozhou, SONG Zhigang. A probabilistic model for corrosion prediction of steel reinforcement[J]. Int J Modelling, Identification and Control, 2008,4(3): 268277.
[3] 宋志刚,金伟良,刘芳,等.钢筋锈蚀率概率分布的动态演进模拟[J],浙江大学学报:工学版,2006, 40 (10) : 17491753.
SONG Zhigang, JIN Weiliang, LIU Fang, et al. Dynamic simulation method for probability evolution of reinforcement steel corrosion[J]. Journal of Zhejiang University :Engineering Science, 2006, 40 (10) : 17491753.
[4] REDDY B, GLASS G K, LIM P J, et al. On the corrosion risk presented by chloride bound in concrete[J].Cement & Concrete Composites, 2002(24): 15.
[5] OH B H, JANG S Y. Prediction of diffusivity of concrete based on simple analytic equations[J]. Cement and Concrete Research , 2004, 34(3): 463480.
[6] VAL D V, STEWART M G. Lifecycle cost analysis of reinforced concrete structures in marine environments[J]. Structural Safety, 2003(25): 343362.
[7] VU K A T, STEWART M G.Structural reliability of concrete bridges including improved chlorideinduced corrosion models[J].Structural Safety, 2000(22): 313333.
[8] LIU T, WEYERS R E. Modeling the dynamic corrosion process in chloride contaminated concrete structures[J]. Cement and Concrete Research, 1998(28): 365379.
[9] DAI J G, KATO E, IWANAMI M, et al.Variations of steel corrosion and itinduced and influenced cracks in RC tensile ties accelerately deteriorated by impressedcurrent method[C]∥YOKOTA H, SHIMOMURA T, eds. Proceedings of International Workshop on Life Cycle Management of Coastal Concrete Structures. Nagaoka, Japan:Port and Airport Research Institute,2006:101108.
[10] VIDAL T, CASTEL A, FRANCOIS R. Analyzing crack width to predict corrosion in reinforced concrete[J].Cement and Concrete Research, 2004(34): 165174.
[11] 浙江省乐清市清江大桥检测及静载试验报告[R].武汉:中交第二公路勘测设计研究院有限公司,2008. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|