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- W2014573291 abstract "Abstract The behavior of an arch model which exhibits inelastic material behavior and pre-buckling deformations is investigated. A bilinear stress-strain relationship is assumed. Both symmetric and asymmetric loading conditions are considered, and attention is focused on critical loads for snap-through instability. With the use of arbitrary ratios of independent loads, interaction curves are determined. It is seen that the magnitude of the yield force has a significant effect on the form of these curves." @default.
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- W2014573291 date "1983-01-01" @default.
- W2014573291 modified "2023-09-27" @default.
- W2014573291 title "Stability of an elastic-plastic arch model under multiple loads" @default.
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- W2014573291 doi "https://doi.org/10.1016/0020-7683(83)90077-x" @default.
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