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International Journal of Steel Structures
Published in: International Journal of Steel Structures 2/2020

21-12-2019

Analytical Study of Shear Buckling Behavior of Trapezoidal and Sinusoidal Corrugated Web Girders

Authors: Seo Haeng Lee, Geun Woo Park, Jung-Han Yoo

Published in: International Journal of Steel Structures | Issue 2/2020

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Abstract

In this study, nonlinear finite element analysis was performed in order to identify the effects of variables that compose sinusoidal webs, and to analyze the effects of the ratio (β) of the length of the horizontal panel to the length of the tilted panel, one of the variables that compose trapezoidal webs. Based on the analysis models with high accuracy that were validated by earlier studies, variables were analyzed depending on the shape of webs. In addition, equations suggested by earlier studies were analyzed based on the validated models using the results of the analysis of variables. It was found that the equation in Eurocode is more conservative than other equations suggested by earlier studies.
previous article Bilinear Load–Displacement Curve of Semi-supported Steel Shear Walls
next article Low-Cycle Fatigue Crack Propagation Behavior of Cracked Steel Plates Considering Accumulative Plastic Strain

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Metadata
Title
Analytical Study of Shear Buckling Behavior of Trapezoidal and Sinusoidal Corrugated Web Girders
Authors
Seo Haeng Lee
Geun Woo Park
Jung-Han Yoo
Publication date
21-12-2019
Publisher
Korean Society of Steel Construction
Published in
International Journal of Steel Structures / Issue 2/2020
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-019-00302-7

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