Research on the Mechanism of Prestressed Loss for Curving Hole of Prestressed Concrete Structure Caused by Frictional Resistance-Reference-Cited by-同舟云学术

Research on the Mechanism of Prestressed Loss for Curving Hole of Prestressed Concrete Structure Caused by Frictional Resistance

Published:2013-08 Issue: Volume:351-352 Page:156-163
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Zhang Shan¹,Zhang Kai Yin¹,Xie Bing Yang¹,Fan Zhong Lin²

Affiliation:

1. Wuhan University of Technology

2. Shiyan Highway Administration Bureau

Abstract

Excessive prestress loss in Prestressed Concrete (PC for short) continuous beam bridges and continuous rigid frame bridges cause structures to be different types of diseases. Based on theoretical analysis and experiment , this paper points out the imperfection of the effective prestress formula in Curving Hole at present. According to the research on the influencing factor of prestressed loss in Curving Hole of friction coefficient, it plays a remarkable role on the analysis about the prestressed loss in Curving Hole of prestressed concrete structure.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.351-352.156.pdf

Reference9 articles.

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