Membrane forces acting on thin-walled box girders considering shear lag effect

2004 ◽  
Vol 42 (5) ◽  
pp. 741-757 ◽  
Author(s):  
Q.Z. Luo ◽  
J. Tang ◽  
Q.S. Li ◽  
G.D. Liu ◽  
J.R. Wu
2020 ◽  
Vol 2020 ◽  
pp. 1-19
Author(s):  
Xiayuan Li ◽  
Shui Wan ◽  
Kongjian Shen ◽  
Peng Zhou ◽  
Xiao Wang

In this study, an effective and accurate theoretical analysis method for predicting the shear lag effect in the thin-walled single-box multicell box girder is presented. The modifications of longitudinal warping displacement functions at the flanges are fully investigated, including the shear lag width (bij) of flanges, the coefficients (αij) of shear lag warping functions, the deformation compatibility conditions in flanges, and the internal force balance (D). The initial shear deformation (γ03) in the top lateral cantilever flanges is innovatively introduced in multicell box girders and obtained by the designed procedure. In addition, the transverse distribution function for describing the longitudinal warping displacement is deduced and expressed in the form of the cosine function. Based on the principle of minimum potential energy, the governing differential equations are derived and solved with the associated boundary and load conditions. The accuracy and applicability of the proposed method (SL-THY2) are validated for four thin-walled single-box multicell (two- and three-cell) box girders with the results derived from the solid finite element method.


2011 ◽  
Vol 243-249 ◽  
pp. 1811-1816 ◽  
Author(s):  
Qi Zhi Luo ◽  
Yu Ji Chen

The analytical theory and computational method for thin-walled curved box girders in terms of the shear lag effect and geometric nonlinearity are presented. Based on the potential variational principle and the theory of thin-walled box girders, the geometry nonlinear governing differential equations of thin-walled curved box girder considering the influence of the shear lag effect of flange’s stress and the large deflection is established. The equation is solved by means of Newton-Raphon iteration method. The results from the present method are in good agreement with those of the test and the segment method. The numerical examples are conducted to verify the accuracy and reliability of the present theories. It is shown that the proposed formulae and method could be referenced to the design for the thin-walled curved box girders considering shear lag effect.


2004 ◽  
Vol 42 (8) ◽  
pp. 1199-1210 ◽  
Author(s):  
Yaping Wu ◽  
Shaoshui Yu ◽  
Chonghui Shi ◽  
Jianjun Li ◽  
Yuanming Lai ◽  
...  

2001 ◽  
Vol 23 (11) ◽  
pp. 1461-1468 ◽  
Author(s):  
L.F. Yang ◽  
A.Y.T. Leung ◽  
Q.S. Li

1977 ◽  
Vol 63 (4) ◽  
pp. 947-950
Author(s):  
KR MOFFATT ◽  
AR TAHERIAN ◽  
PJ DOWLING ◽  
HR EVANS

Author(s):  
Min Luo ◽  
Peng-zhen Lin ◽  
Li-xiang Sun

2018 ◽  
Vol 23 (11) ◽  
pp. 04018083 ◽  
Author(s):  
Guangpan Zhou ◽  
Aiqun Li ◽  
Jianhui Li ◽  
Maojun Duan ◽  
Billie F. Spencer ◽  
...  

10.14311/640 ◽  
2004 ◽  
Vol 44 (5-6) ◽  
Author(s):  
V. Křístek

A method is proposed for shear lag analysis which can be applied to steel-concrete composite box girders. The proposed method uses harmonic analysis and allows the determination of shear lag effects from simple calculations so that the method is regarded as a design aid. The character of the method can illustrate the influence of certain key parameters upon the extent of the shear lag effect. 


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