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- W1996149736 abstract "The load-bearing capacity of structures can be influenced by variations in parameters, such as initial geometric defects, multi-parameter loadings, material specifications and temperature. This paper aims to introduce a new formulation to trace the stability boundaries of two-parameter elastic structures. The proposed procedure can find a set of critical points, both limit and bifurcation ones, via a modified Newton’s method. In the authors’ formulation, the residual force is set to zero, and a critically constraint is satisfied simultaneously. Numerical examples presented in this paper demonstrate the efficiency of the suggested method." @default.
- W1996149736 created "2016-06-24" @default.
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- W1996149736 date "2014-03-01" @default.
- W1996149736 modified "2023-10-18" @default.
- W1996149736 title "Stability boundaries of two-parameter non-linear elastic structures" @default.
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- W1996149736 doi "https://doi.org/10.1016/j.ijsolstr.2013.12.004" @default.
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