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- W201735164 abstract "For the deflection mode Just after buckling a linear combination of the two possible buckling modes is assiimed. The membrane stresses are derived from the proper differential equations and the potential energy, which equals the strain energy as the mean shortening per unit length is considered to be prescribed, is determined. By minimizing the potential energy with respect to the participation factors of the possible buckling modes four solutions for them are obtained. They represent the case that buckling does not take place, buckling according to one of the possible buckling modes and buckling according to the linear combination mentioned before. The stable solution is selected and the corresponding load-compression relation, determined from the differentiation of the strain energy with respect to the mean shortening per unit length, then yields the effective width for small excess of the buckling load." @default.
- W201735164 created "2016-06-24" @default.
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- W201735164 date "1961-09-04" @default.
- W201735164 modified "2023-09-27" @default.
- W201735164 title "Post buckling behaviour of simply supported flat pannels that change in thickness discontinuously in cases where two different buckling modes are possible" @default.
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