Elasto‐Plastic Constitutive Equations of Stiffened Plates

Author:

Kutt Lembit M.,Bieniek Maciej P.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference16 articles.

1. Theory of Viscoplastic Shells for Dynamic Response

2. Bieniek M. P. and Funaro J. R. (1976). “Elasto‐plastic behavior of plates and shells.” Report DNA 3954 T Weidlinger Associates New York N.Y.

3. Chan K. K. (1979). “Buckling and post‐buckling behavior of elasto‐plastic structures.” Dissertation presented to Columbia University in New York N.Y. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

4. Crisfield M. A. (1976a). “Large deflection elasto‐plastic buckling analysis of eccentrically stiffened plates using finite elements.” TRRL Laboratory Report 725 Crowthorne Berkshire England.

5. Crisfield M. A. (1976b). “On an approximate yield criterion for thin steel shells.” TRRL Laboratory Report 658 Crowthorne Berkshire England.

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