Formulations and solution procedures for nonlinear structural analysis

Author:

Stricklin James A.,Haisler Walter E.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference71 articles.

1. Structural mechanics computer programs,1974

2. PETROS 3: finite-difference method and program for the calculation of large elastic-plastic dynamically-indeed deformations of multilayer variable-thickness shells.;Atluri;Massachusetts Institute of Technology, ASRL TR 152-2,1971

3. Improved computer programs—DEPROSS 1,2 and 3—to calculate the dynamic elastic-plastic two-dimensional responses of impulsively-loaded beams, rings, plates and shells of revolution;Balmer;Massachusetts Institute of Technology, ASRL TR 128-3,1965

4. private correspondence pertaining to REPSIL computer code;Huffington,1972

5. Large deflection elastoplastic response of shell structures;Huffington,1970

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