Titlebook: Direct Methods for Limit State of Materials and Structures; Advanced Computation Giovanni Garcea,Dieter Weichert Book 2023 The Editor(s) (i

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Mhc-Molecule

Michael Krüger,Annette R. Hofmann asymptotic stress states under cyclic loading of inelastic structures. The method was the basis to formulate another numerical procedure, which was named RSDM-S, to establish safety margins for elastic shakedown under mechanical and/or thermal loads. The method exploits the expected cyclic nature o

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https://doi.org/10.1007/978-3-658-27822-9ements are employed for an accurate discretization of the structures. A continuation method, similar to an incremental elasto-plastic analysis, is used at structural level. It evaluates a fictitious equilibrium path made of a sequence of safe states with a converging non-decreasing load factor. Each

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Habituelle Orientierungsmuster im überblickperficial rigid layers, respectively. Numerical results indicate that the coefficient in the cohesion term . depends on the soil friction angle; while the coefficient in the self-weight term . is controlled by soil friction angle and a dimensional factor .. Values of . and . for a typical rolling po

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,Einzeldarstellung der Bundesl?nder,f the structural resistance. The reliability analysis techniques are involved as well, by which the failure probability is estimated considering the randomness of engineering problems. The pLMM framework is conducive to getting rid of the excessive dependence on the conventional safety factor with c

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