Effect of Shear Deformation at Segmental Joints on the Short-Term Deflection of Large-Span Cantilever Cast Prestressed Concrete Box Girders

The excessive deflection of large-span cantilever cast prestressed concrete (LCCPC) box girders has always been a complex problem to be solved in bridge engineering. To analyze the effect of shear deformation at segmental joints on the deflection of LCCPC box girders, comparison tests were carried o...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Jie Liu, Xiangyu Huang, Juanjuan Chen, Qiaoyun Wu
Format:	Article
Language:	English
Published:	MDPI AG 2023-01-01
Subjects:	large-span prestressed concrete box girder joint shear deformation experimental investigation finite element analysis deflection
Online Access:	https://www.mdpi.com/2075-5309/13/1/219