A study of the Partially prestressed tendons RPC concrete pole connection design

被引：1
|
作者：
Ju, Yanzhong [1 ]
Yu, Dongxu [1 ]
Wang, Dehong [1 ]
机构：
[1] NE DianLi Univ, Sch Civil Engn, Dianli, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
RPC concrete pole; ABAQUS software; Connecting flange; Ultimate load;
D O I：
10.4028/www.scientific.net/AMM.166-169.534
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In order to study and solve the problem of connection on the part of the prestressed tendons RPC concrete pole engineering. Design connecting flange suitable for the existing part of the prestressed tendons RPC concrete pole developed by our group used the connection flange in Steel tower as the prototype. Through the ABAQUS software to establish the finite element model between the connection flange and part of the prestressed tendons RPC concrete pole, and carry out finite element analysis. Through the finite element analysis to get results whether the design of connecting flange can meet the strength requirements when the prestressed tendons RPC concrete pole is under ultimate load, so to get the practical design method of the 500kv part prestressed RPC concrete pole connecting flange.
引用
收藏
页码：534 / 537
页数：4
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