Flexural Behavior of Unbonded Prestressed Concrete Bridge Girders

Flexural Behavior of Unbonded Prestressed Concrete Bridge Girders

This paper presents an experimental and numerical investigation on the flexural behavior of unbonded prestressed concrete (PC) T bridge girders. Three unbonded PC T bridge girders with different prestress degrees spanning 3 m were selected to perform four-point bending tests and then determine the f...

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Bibliographic Details
Main Authors: Chenhao Tang, Gang Zhang, Chaojie Song, Xuyang Li, Yonggang Hou
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6642513
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