[1]刘平,李鹏飞,李莎.空心板桥横向预应力加固分析[J].郑州大学学报(工学版),2014,35(04):24-28.[doi:10.3969/j.issn.1671-6833.2014.04.006]
　LIU Ping,LI Pengfei,LI Sha.Hollow Slab Transverse Prestressing Reinforcement Analysis[J].Journal of Zhengzhou University (Engineering Science),2014,35(04):24-28.[doi:10.3969/j.issn.1671-6833.2014.04.006]
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空心板桥横向预应力加固分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
35
期数:
2014年04期
页码:
24-28
栏目:
出版日期:
2014-08-30

文章信息/Info

Title:
Hollow Slab Transverse Prestressing Reinforcement Analysis
作者:
刘平; 李鹏飞; 李莎
Author(s):
LIU Ping;  LI Pengfei;  LI Sha
School of Civil Engineering, Hebei University of Technology, Tianjin 300401 , China
Keywords:
bridge engineering; fabrieated hollow slab bridge; exteral reinforeement;  FEM; extermal preslress
分类号:
U445.7
DOI:
10.3969/j.issn.1671-6833.2014.04.006
文献标志码:
A
Abstract:
In view of the simply supported hollow slab common diseases,such as horizontal contaet due to thelack of hollow slab delleetion inereases , single plate bearing and other problems, with the finite element soltware ,a simulation study was carried out for the hollow slab bridge ,extemal prestressing steel reinforeement olthe. Change of displacement of strueture before and after applying transversely prestressing assembly type hol.low slab bridge through eomparison and analysis ,to analyze the elleet of reinforeement theory ,and diseusses thetransversely prestress ean improve the whole bridge. The beam boltom transversely preslressed reinforeementfor assembly type hollow slab is verified , transversely load distribution cean improve elfeetively ,inerease the hol.low plate struclure of transversely eonneetion ,thereby reducing the phenomenon of stress of single board.
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