Titlebook: Computer Methods in Mechanics; Lectures of the CMM Mieczysław Kuczma,Krzysztof Wilmanski Book 2010 Springer-Verlag Berlin Heidelberg 2010

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书目名称Computer Methods in Mechanics影响因子(影响力)




书目名称Computer Methods in Mechanics影响因子(影响力)学科排名




书目名称Computer Methods in Mechanics网络公开度




书目名称Computer Methods in Mechanics网络公开度学科排名




书目名称Computer Methods in Mechanics被引频次




书目名称Computer Methods in Mechanics被引频次学科排名




书目名称Computer Methods in Mechanics年度引用




书目名称Computer Methods in Mechanics年度引用学科排名




书目名称Computer Methods in Mechanics读者反馈




书目名称Computer Methods in Mechanics读者反馈学科排名

Iatrogenic

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Shape and Topology Sensitivity Analysis for Elastic Bodies with Rigid Inclusions and Crackserical procedures of optimum design or solution of inverse problems. A nonlinear model in the framework of damage theory is presented in details for modeling and sensitivity analysis. The example of an elastic body with a rigid inclusion and a crack located at the boundary of the inclusion is consid

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Unresolved Problems of Adaptive Hierarchical Modelling and ,-Adaptive Analysis within Computational and forced vibration analyses. In this contribution we are interested mainly in still unresolved or open problems. We will show some ways, either potentially available or checked by us numerically, to cope with all the mentioned issues.

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Accuracy and Robustness of a 3-D Brick Cosserat Point Element (CPE) for Finite Elasticityerial. Restrictions on the strain energy function of the CPE have been developed which ensure that the CPE reproduces the exact constitutive response to all nonlinear homogeneous deformations. Consequently, the constitutive equations of the CPE analytically satisfy a nonlinear form of the patch test

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Minuet

Mortal

-Adaptive Finite Elements for Coupled Multiphysics Wave Propagation Problems: dual-mixed formulation with weakly imposed symmetry for linear elasticity, coupled acoustics/viscoelasticity and coupled acoustics/poroelasticity problem, to illustrate variational formulations and concept of weak couplings. We discuss then necessary changes in data structures, constrained approxi