Effect of chloride salt, freeze–thaw cycling and externally applied load on the performance of the concrete

作者: Wei Sun , Ru Mu , Xin Luo , Changwen Miao

DOI: 10.1016/S0008-8846(02)00769-X

关键词:

摘要: … applied flexural load. It denotes that externally applied load accelerated the degradation process of the … The larger the stress ratios, the faster the relative dynamic modulus of elasticity …

参考文章(8)
Charles J. Hookham, SERVICE LIFE PREDICITON OF CONCRETE STRUCTURES - CASE HISTORIES AND RESEARCH NEEDS Concrete international. ,vol. 14, pp. 50- 53 ,(1992)
Christiane Foy, Michel Pigeon, Nemkumar Banthia, Freeze-thaw durability and deicer salt scaling resistance of a 0,25 water-cement ratio concrete Cement and Concrete Research. ,vol. 18, pp. 604- 614 ,(1988) , 10.1016/0008-8846(88)90053-1
M.T. Liang, K.L. Wang, C.H. Liang, Service life prediction of reinforced concrete structures Cement and Concrete Research. ,vol. 29, pp. 1411- 1418 ,(1999) , 10.1016/S0008-8846(99)00109-X
A. Sarja, Durability design of concrete structures—Committee report 130-CSL Materials and Structures. ,vol. 33, pp. 14- 20 ,(2000) , 10.1007/BF02481691
ASSESSING THE DURABILITY OF CONCRETE IN FREEZING AND THAWING Aci Materials Journal. ,vol. 86, pp. 29- 35 ,(1989) , 10.14359/1823