碳化作用
耐久性
岩土工程
风速
结构工程
一致性(知识库)
环境科学
工程类
材料科学
复合材料
气象学
计算机科学
地理
人工智能
作者
Jian Niu,Jia Lei Wang,Jian Bao
出处
期刊:Applied Mechanics and Materials
[Trans Tech Publications, Ltd.]
日期:2013-07-31
卷期号:341-342: 1453-1457
标识
DOI:10.4028/www.scientific.net/amm.341-342.1453
摘要
The distribution of surface pressure of columns in concrete bridge with the effect of wind load has been simulated by Ansys software. Carbonation model of concrete in windy environment has been established by analyzing the relationship between the wind pressure, carbonization time and carbonation depth. Furthermore, by Taking air pressure of concrete surface into the carbonation model, there is a good consistency between the test value and the measured value of the actual place. At last, the design method of the durability of concrete structures under wind loads, which is based on concrete durability limit state, has been putted forward to determine the expression of the breakdown coefficient.
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