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With some manipulation, the Fréchet derivative of Πfc∆fc at (Π0, fc,0, α0) is given by Πfc∆fc = −G−1 Π Gfc∆fc. (21) For the first operator, Gfc∆fc is the Fréchet derivative at (Π0,
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The deformation-stress state of the structure (internal forces, stresses, strains) corresponding to the ultimate load is called the ultimate limit state of the structure. 10 Ultimate limit state www.fast.vsb.cz Analysis of the ultimate limit state of the structure contains: ▪ calculation of the
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