Temperature field calculation of mass concrete anchor

被引:2
作者
Wan, Haitao [1 ]
Zhao, Limin [1 ]
机构
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475004, Henan, Peoples R China
来源
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词
Anchor; Performance parameters; ANSYS Software; Boundary conditions;
D O I
10.4028/www.scientific.net/AMM.166-169.1141
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Anchor is one of essential forced components of steady suspension bridge. The paper takes the example of the finite element numerical simulation of steady suspension bridge anchor, main contents include: First, performance parameters of concrete and hydration heat of cement is collected, the one-fourth block of anchor model is established by large-scale general finite element ANSYS software. The process of establishing finite element analysis model includes the input of the model parameters, the boundary conditions set of finite element model, and the mesh of finite element analysis model. Then, the numerical simulation computation to temperature field of anchor is carried by finite element ANSYS software. Finally, from the temperature field distribution curves, studying the temperature distribution rule of concrete pouring and drawing some conclusions.
引用
收藏
页码:1141 / 1144
页数:4
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