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CLC number: TU31
On-line Access: 2024-08-27
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Unified expression for failure of reinforced concrete members in bridge
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Huang Zhen, Liu Xi-la, Yang Guang. Unified expression for failure of reinforced concrete members in bridge[J]. Journal of Zhejiang University Science A, 2006, 7(3): 383-390.
@article{title="Unified expression for failure of reinforced concrete members in bridge",
author="Huang Zhen, Liu Xi-la, Yang Guang",
journal="Journal of Zhejiang University Science A",
volume="7",
number="3",
pages="383-390",
year="2006",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2006.A0383"
}
%0 Journal Article
%T Unified expression for failure of reinforced concrete members in bridge
%A Huang Zhen
%A Liu Xi-la
%A Yang Guang
%J Journal of Zhejiang University SCIENCE A
%V 7
%N 3
%P 383-390
%@ 1673-565X
%D 2006
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A0383
TY - JOUR
T1 - Unified expression for failure of reinforced concrete members in bridge
A1 - Huang Zhen
A1 - Liu Xi-la
A1 - Yang Guang
J0 - Journal of Zhejiang University Science A
VL - 7
IS - 3
SP - 383
EP - 390
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A0383
Abstract: Reinforced concrete structural elements with box section are commonly used in the horizontal and vertical structure of bridges. The reinforced concrete structure in bridge often failed under the combined forces of bending, axial load, shear and torsion caused by wind and earthquake. It is very important to study the mechanism of RC box section structures subjected to a combination of forces. A theoretical study and deduction of the unified expression for failure of reinforced concrete members with box section under combined bending, shear, axial force and torsion were carried out with stress equilibrium assumption. Comparison of theoretical analysis results with experimental results showed that the unified expression for failure of reinforced concrete members with box section can be used for static calculation of such structure members.
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