Postbuckling Analysis of Plates Resting on a Tensionless Elastic Foundation
Author:
Affiliation:
1. Research Assistant, Civil Engineering Dept., Federal Univ. of Pernambuco, 50740-530 Recife, PE, Brazil.
2. Associate Professor, Dept. of Civil Engineering, Catholic Univ., PUC-Rio, Rio de Janeiro 22453-900, Brazil.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A4%28438%29
Reference28 articles.
1. On the bending problems of anisotropic (orthotropic) plates resting on elastic foundations that react in compression only
2. Plate Tenting With a One-Sided Constraint
3. Semi-compact steel plates with unilateral restraint subjected to bending, compression and shear
4. Brush D. O. and Almroth B. O. (1975). Buckling of bars plates and shells McGraw-Hill New York.
5. Rectangular Plates Resting on Tensionless Elastic Foundation
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