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CLC number: O343.5
On-line Access: 2024-08-27
Received: 2023-10-17
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Theoretical and experimental study on shear lag effect of partially cable-stayed bridge
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WU Gao-feng, XU Hong. Theoretical and experimental study on shear lag effect of partially cable-stayed bridge[J]. Journal of Zhejiang University Science A, 2005, 6(8): 875-877.
@article{title="Theoretical and experimental study on shear lag effect of partially cable-stayed bridge",
author="WU Gao-feng, XU Hong",
journal="Journal of Zhejiang University Science A",
volume="6",
number="8",
pages="875-877",
year="2005",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2005.A0875"
}
%0 Journal Article
%T Theoretical and experimental study on shear lag effect of partially cable-stayed bridge
%A WU Gao-feng
%A XU Hong
%J Journal of Zhejiang University SCIENCE A
%V 6
%N 8
%P 875-877
%@ 1673-565X
%D 2005
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2005.A0875
TY - JOUR
T1 - Theoretical and experimental study on shear lag effect of partially cable-stayed bridge
A1 - WU Gao-feng
A1 - XU Hong
J0 - Journal of Zhejiang University Science A
VL - 6
IS - 8
SP - 875
EP - 877
%@ 1673-565X
Y1 - 2005
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2005.A0875
Abstract: In order to resolve the traffic congestion problem, many cable-stayed bridges are designed with a large width to span ratio. This results in significant shear lag effect to cause nonuniform stress distribution along the flanges of the beam of bridge. This paper reports study on the shear lag effect of the Lanzhou Xiaoxihu Yellow River Bridge. A 3D finite element model of the bridge was developed and finite element analysis (FEA) was done to obtain the theoretical results. To evaluate the theoretical results, a scaled model was made to conduct static test in laboratory. The experiment results accorded with the results obtained by FEA. It is proved that FEA is an effective method to predict shear lag effect of bridges of this type.
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