SOME COMPUTATIONAL ASPECTS OF THE STABILITY ANALYSIS OF NONLINEAR SPACE TRUSSES
Abstract
A hybrid computational method is presented that seeks to combine efficiency and accuracy of the quasi-Newton method in the direct energy minimization with the robust modified homotopy method that is capable to follow post-buckling path very accurately.
Keywords:
geometrically nonlinear trusses, potential energy minimization, stability, path following methods, homotopy methodHow to Cite
CSÉBFALVI, A., VÁSÁRHELYI, A. “SOME COMPUTATIONAL ASPECTS OF THE STABILITY ANALYSIS OF NONLINEAR SPACE TRUSSES”, Periodica Polytechnica Civil Engineering, 37(1), pp. 3–11, 1993.
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Research Article