Techno Press
Techno Press

Advances in Concrete Construction
  Volume 5, Number 5, October 2017 , pages 469-479
DOI: https://doi.org/10.12989/acc.2017.5.5.469
 


Shear-lag behavior of prestressed concrete box-girder bridges during balanced cantilever construction
Xingu Zhong, Tianyu Zhang, Xiaojuan Shu and Hongliang Xu

 
Abstract
    Balanced cantilever construction is extensively used in the construction of prestressed concrete (PSC) box-girder bridges. Shear-lag effect is usually considered in finished bridges, while the cumulative shear-lag effect in bridges during balanced cantilever construction is considered only rarely. In this paper, based on the balanced cantilever construction sequences of large-span PSC box-girder bridges, the difference method is employed to analyze the cumulative shear-lag effect of box girders with varying depth under the concrete segments\' own weight. During cantilever construction, no negative shear-lag effect is generated, and the cumulative shear-lag effect under the balanced construction procedure is greater than the instantaneous shear-lag effect in which the full dead weight is applied to the entire cantilever. Three cross-sections of Jianjiang Bridge were chosen for the experimental observation of shear-lag effect, and the experimental results are in keeping with the theoretical results of cumulative shear-lag effect. The research indicates that only calculating the instantaneous shear-lag effect is not sufficiently safe for practical engineering purposes.
 
Key Words
    box-girder bridges; balanced cantilever construction; shear-lag effect; the cumulative effect; prestress
 
Address
Xingu Zhong, Tianyu Zhang and Xiaojuan Shu: School of Civil Engineering, Hunan University of Science and Technology; Hunan Provincial Key Laboratory of Structural Engineering for Wind Resistant and Vibration Control, Xiangtan, 411201, China
Hongliang Xu: China CEC Engineering, Corporation, Changsha, China
 
References
    -acc0505004-
 

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