Titlebook: Inelastic Analysis of Structures under Variable Loads; Theory and Engineeri Dieter Weichert,Giulio Maier Book 2000 Kluwer Academic Publishe

instructive

Shakedown and Fatigue Damage in Metal Matrix Composites,subsequent low-cycle fatigue crack growth in the matrix. Experimental observations indicate that two damage patterns evolve under cyclic loading beyond the elastic range, one formed by cracks extending along the fibers in off-axis plies, and another consisting of cracks bypassing the fibers at an an

神刊

Campaign

Direct Finite Element Kinematical Approaches in Limit and Shakedown Analysis of Shells and Elbows, thermal loading. The kinematical theorem and its numerical implementation are developed. A method of simplified shakedown analysis is proposed. The numerical results for shell and pipe structures are compared with theoretical predictions.

saphenous-vein

obnoxious

座右铭

Upper Bounds on Post-Shakedown Quantities in Poroplasticity,tory-dependent post-shakedown quantities. The main features of the constitutive and computational models considered are as follows: two-phase material; full saturation; piecewise linearization of yield surfaces and hardening; associativity; linear Darcy law; finite element space-discretization in Pr

DAMP

Fatigue Behavior of Fiber Reinforced Concrete: Comparison between Material and Structural Response, from direct tension tests on cylindrical specimens and from four point bending tests on beam specimens allow for a comparison between material and structural behavior. Geometrically similar beams with different sizes are studied..It is found that the envelope curves obtained from cyclic tests match

LAST

Book 2000iceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and mechanical engineers. The development of methods to answer this technologically crucial question without analysing the evolution of the system under varying loads, has a long tradition that can

opinionated

Shape Optimization under Shakedown Constraints,he displacements and the coordinates but not on a single design variable or the corresponding design velocity field. Remarks on the computer implementation and a numerical example show the efficiency of the proposed formulation.

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