TECHNICAL PAPERS
Oct 1, 1988
Shear Lag Effect in Box Girder with Varying Depth
Authors: Shih Toh Chang and Ding YunAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 114, Issue 10
Abstract
A finite difference solution is presented for shear lag effect on the box girder with varying depth. The analysis is carried out according to Reissner's method in which the spanwise displacement is assumed to be a quartic parabolic curve on the cross section instead of a quadratic. Under four types of loading, shear lag effects are computed on a cantilever box girder with linearly varying depth. The results are compared with model tests. Finally, some conclusions are drawn about the distribution of shear lag effect along the cantilever box girder with varying depth.
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References
1.
Chang, S. T., and Fang, Z. Z. (1987). “Negative shear lag in cantilever box girder with constant depth.” J. Struct. Engrg., ASCE, 113(1), 20–35.
2.
Chun, K. C., et al. (1983). “Analysis of shear lag effect in box girder bridge.” Chinese Civ. Engrg. J., 1.
3.
Foutch, D. A., and Chang, P. C. (1982). “A shear lag anomaly.” J. Struct. Div., ASCE, 108(7), 1653–1658.
4.
Reissner, E. (1946). “Analysis of shear lag in box beam by the principle of minimum potential energy.” Quart. Math., 3, 268–278.
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Copyright © 1988 ASCE.
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Published online: Oct 1, 1988
Published in print: Oct 1988
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Shih Toh Chang
Prof. of Bridge Engrg., Tongji Univ., Shanghai, People's Republic of China
Ding Yun
Jr. Engr., Design Inst. of Shanghai Civ. Bureau, Shanghai, People's Republic of China
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.