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Elastic Interactive Shear Buckling Behavior of Trapezoidally Corrugated Steel Webs  

Yi, Jong Won (고려대학교 사회환경시스템공학과)
Gill, Heung Bae (도로공사)
Lee, Hak Eun (고려대학교 사회환경시스템공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.17, no.6, 2005 , pp. 707-715 More about this Journal
Abstract
Corrugated webs have been used for composite prestressed concrete box girder bridges. Innovative steel plate girders using corrugated webs have been proposed. It has been found that analytical and experimental researches conducted to determine the strength of trapezoidally corrugated webs can fail with respect to three different buckling modes: local, global, and interactive shear buckling. Shear buckling capacity equations based on classical and orthotropic plate buckling theories have been proposed,but these equations show some differences. In this paper, geometric parameters that influence interactive shear buckling behavior with interaction effects are identified via extensive bifurcation buckling analysis using the finite element meth.
Keywords
corrugated steel web; pure shear; shear buckling local buckling; global buckling;
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