Experimental Study on Shear Lag Effect of Long-Span Wide Prestressed Concrete Cable-Stayed Bridge Box Girder under Eccentric Load

Based on the engineering background of the wide-width single cable-stayed bridge, the shear lag effects of the cross-section of these bridge box girders under the action of the eccentric load were experimentally studied. The behavior of shear lag effects in the horizontal and longitudinal bridge dir...

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Bibliographic Details

Published in:	Construction Materials
Main Authors:	Yanfeng Li, Jiyuan Xie, Fengchi Wang, Di Wu, Jiahui Wang, Yanao Liu
Format:	Article
Language:	English
Published:	MDPI AG 2024-05-01
Subjects:	cable-stayed bridge wide box girder thin-walled box girders shear lag shear lag effects coefficient
Online Access:	https://www.mdpi.com/2673-7108/4/2/23