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A mechanical model for the buckling of unilaterally constrained rectangular plates

✍ Scribed by Khaled W. Shahwan; Anthony M. Waas


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
998 KB
Volume
31
Category
Article
ISSN
0020-7683

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Unilateral buckling is a contact problem whereby buckling is confined to take place in only one lateral direction. For plate structures, this can occur when a thin steel plate is juxtaposed with a rigid concrete medium and the steel may only buckle locally away from the concrete core. This paper inv