Titlebook: Limit State of the Plate Elements of Steel Structures; Jozef Djubek,Rudolf Kodnár,Miroslav ?kaloud Book 1983 J. Djubek, R. Kodnár, M. ?kal

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Approximate Methods of Solution,Let us denote by .. a .-dimensional Euclid space. For every . let us define ..

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Ultimate Load Theories of Webs,Another approach to the problem of the limit state of thin steel webs is that of ultimate load theories. They are based on an assumption of a suitable failure mechanism, which rests mainly on experimental evidence. The formulae for ultimate load are then established via theory of plasticity.

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Interaction of the Buckling of Thin-Walled Bars with the Buckling of Their Plate Elements,The design of the plate elements of compressed bars is based on the requirement that local buckling shall not occur before the bar as a whole has buckled while the effect of all initial imperfections is neglected.

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