Simulation Analysis of Plain Sluice Concrete Temperature and Stress

被引:0
作者
Yang, Kaiyun [1 ]
Guo, Fei [1 ]
Li, Linhao [1 ]
机构
[1] North China Univ Water Conservancy & Hydroelect P, Zhengzhou 450045, Peoples R China
来源
CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2 | 2013年 / 438-439卷
关键词
sluice; pier; concrete; temperature; stress; simulation;
D O I
10.4028/www.scientific.net/AMM.438-439.583
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For sluice concrete structure is more complex due to constrained by the base effect and upper structures, with the purpose of temperature control, we carry out the simulation analysis of temperature and stress during the construction of pier concrete structure. Taking a sluice project as an example, use the method developed by Thermo finite subspace model simulation procedures, the finite element model of pier structure is built with high precision. The results show that the cracking risk is relatively small and prone to surface cracks for baseplate; during construction period, much more attention should be payed to the high temperature difference between day and night, and to the insulation work at cold and windy weather; the key problem is that the middle pier which faces relatively great cracking risk, and necessary temperature control measures should be adopted.
引用
收藏
页码:583 / 587
页数:5
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