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剪应力作用下混凝土结构氯离子传输试验研究

邹斌 詹树林

硅酸盐通报2017,Vol.36Issue(8):2519-2522,2529,5.
硅酸盐通报2017,Vol.36Issue(8):2519-2522,2529,5.

剪应力作用下混凝土结构氯离子传输试验研究

Experimental Study on Chloride Ion Transport in Concrete Structure under Shear Stress

邹斌 1詹树林1

作者信息

  • 1. 浙江大学建筑工程学院,杭州 310058
  • 折叠

摘要

Abstract

In actual engineering, the concrete structure is subjected to normal stress and shear stress, which accelerates the deterioration of durability.However, the law of chloride ion transport under shear stress in concrete structures is rarely reported.The concrete beams were subjected to long period shear loading by innovative loading method.The law of chloride ion transport under shear stress in concrete structures was studied.The results show that shear would increase the permeability of the concrete structure, with the increasing of load level, chloride ion diffusion coefficient increased.Finally, based on the experimental datum, the mathematical model of chloride diffusion coefficient of concrete specimens under shear stress state is established, and the effect of shear stress on the diffusion coefficient of chloride ion in concrete is analyzed.

关键词

剪应力/加载方式/氯离子侵蚀/扩散系数

Key words

shear stress/loading method/chloride ion erosion/diffusion coefficient

分类

建筑与水利

引用本文复制引用

邹斌,詹树林..剪应力作用下混凝土结构氯离子传输试验研究[J].硅酸盐通报,2017,36(8):2519-2522,2529,5.

基金项目

"十三五"国家重点研发计划项目(2016YFB0303505) (2016YFB0303505)

硅酸盐通报

OA北大核心CSCDCSTPCD

1001-1625

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