Numerical Analysis of Lining Temperature Field of Hydraulic Tunnel under the Highway

被引：0
作者：
Jia, Xiaoyun [1 ,2 ]
Lin, Baolong [3 ]
机构：
[1] Sothewest Jiaotong Univ, Sch Civil Engn, Chengdu, Peoples R China
[2] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
[3] Shijiazhuang Inst Railway Technol, Shijiazhuang, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
The South to North Water Transfer Project; Hydraulic Tunnel; Crack Controlling; Temperature Field; Numerical Analysis;
D O I：
10.4028/www.scientific.net/AMR.163-167.1505
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the geological conditions of culvert of the South to North Water Transfer Project, lining temperature field of hydraulic tunnel for crack control is simulated by finite element software-ANSYS. According to numerical analysis results of lining temperature field, considering terrain condition, structural characteristics and climate, some engineering measures are taken during construction. Internal temperature of concrete is controlled effectively, concrete crack caused by temperature changes is solved successfully, and construction quality is assured. The difference of measuring data in-situ and calculating data is very small, which illustrate that calculated model is correct and parameters are reasonable. The results can act as reference for the design and construction of similar projects later.
引用
收藏
页码：1505 / +
页数：2
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