Effect of Aspect Ratio on the Buckling Load of Stiffened Circular Plates
Author:
Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-3631-1_16
Reference12 articles.
1. Rossettos JN Yang G (1984) Asymmetric buckling of ring stiffened circular plates. J Appl Mech 53(2):475–476
2. GrondinGY, Elwi AE, Cheng JJR (1999) Buckling of stiffened steel plates—a parametric Study. J Constr Steel Res 50:151–175
3. Ma LS Wang TJ (2003) Nonlinear bending and post-buckling of a functionally graded circular plate under mechanical and thermal loadings Int J Solids Struct 40:3311–3330
4. Brubak L, Hellesland J (2004) Approximate buckling strength analysis of plates with arbitrarily oriented stiffeners Univ Oslo 72:1163–1168
5. Ding H-j, Lee X-y (2005) Analytic solutions for a uniformly loaded circular plate with clamped edges. J. Zhejiang Univ Sci 72:1163–1168
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