Negative Shear Lag in Flanges of Plated Structures
Publication: Journal of Structural Engineering
Volume 117, Issue 12
Abstract
Negative shear lag is not a particularly exceptional phenomenon but an effect that can occur at a wide variety of arrangements of plated structures with a considerable degree of significance. A description of features of the negative‐shear‐lag phenomenon is the main objective of this paper.
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References
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Chang, S. T., and Zheng, F. Z. (1987). “Negative shear lag in cantilever box girder with constant depth.” J. Struct. Engrg., ASCE, 113(1), 20–35.
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Křístek, V. (1979). “Folded plate approach to analysis of shear wall systems and frame structures.” Proc., Institution of Civil Engineers, part 2, 1065–1075.
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Křístek, V. (1983). “Shear lag in box girders.” Plated structures—Stability and strength, R. Narayanam, ed. Elsevier Applied Science Publishers, London, England.
4.
Křístek, V., and Studnička, J. (1988). “Discussion of Negative shear lag in cantilever box girder with constant depth,” by S. T. Chang and F. Z. Zheng. J. Struct. Engrg., ASCE, 114(9), 2168–2173.
5.
Křístek, V., Evans, H. R., and Ahmad, M. K. M. (1990). “A shear lag analysis for composite box girders.” J. Constrt. Steel Res., 16, 1–21.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 117 • Issue 12 • December 1991
Pages: 3553 - 3569
Copyright
Copyright © 1991 ASCE.
History
Published online: Dec 1, 1991
Published in print: Dec 1991
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