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A platform for research: civil engineering, architecture and urbanism
Cellular buckling in I-section struts
Abstract An analytical model that describes the interactive buckling of a thin-walled I-section strut under pure compression based on variational principles is presented. A formulation combining the Rayleigh–Ritz method and continuous displacement functions is used to derive a system of differential and integral equilibrium equations for the structural component. Numerical continuation reveals progressive cellular buckling (or snaking) arising from the nonlinear interaction between the weakly stable global buckling mode and the strongly stable local buckling mode. The resulting behaviour is highly unstable and when the model is extended to include geometric imperfections it compares excellently with some recently published experiments.
Highlights Analytical study of elastic thin-walled I-section struts buckling about the weak axis. Nonlinear variational approach developed to model local–global mode interaction. Cellular buckling is theoretically predicted for the first time in the context of local–global mode interaction in columns. Comparisons with recent experiments from the literature are excellent.
Cellular buckling in I-section struts
Abstract An analytical model that describes the interactive buckling of a thin-walled I-section strut under pure compression based on variational principles is presented. A formulation combining the Rayleigh–Ritz method and continuous displacement functions is used to derive a system of differential and integral equilibrium equations for the structural component. Numerical continuation reveals progressive cellular buckling (or snaking) arising from the nonlinear interaction between the weakly stable global buckling mode and the strongly stable local buckling mode. The resulting behaviour is highly unstable and when the model is extended to include geometric imperfections it compares excellently with some recently published experiments.
Highlights Analytical study of elastic thin-walled I-section struts buckling about the weak axis. Nonlinear variational approach developed to model local–global mode interaction. Cellular buckling is theoretically predicted for the first time in the context of local–global mode interaction in columns. Comparisons with recent experiments from the literature are excellent.
Cellular buckling in I-section struts
Wadee, M. Ahmer (author) / Bai, Li (author)
Thin-Walled Structures ; 81 ; 89-100
2013-01-01
12 pages
Article (Journal)
Electronic Resource
English
Cellular buckling in I-section struts
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