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Titlebook: Security and Reliability of Damaged Structures and Defective Materials; Guy Pluvinage,Aleksandar Sedmak Conference proceedings 2009 Spring

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Experimental and Numerical Aspects of Structure Integrity, failure. Difficulties associated with predicting structural integrity is that the surface cracks are three dimensional, whereas fracture mechanics methods using characterization parameters as K., J., COD are derived from two-dimensional assumptions. The method proposed for the solution is based on
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Fatigue Failure Risk Assessment in Load Carrying Components,f failure risk assessment in load-carrying elements, mainly, under cycling loading. The definition of the failure risk in structural components is made in the context of the general approach of structural reliability with highlights on the sources of uncertainties and variability encountered in the
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Procedures For Structure Integrity Assessment,omprehensive assessment procedure is SINTAP — Structural INTegrity Assessment Procedure. The SINTAP introduced the basic principles of R6 (rev. 4) and ETM. SINTAP procedure is possible to performed assessment for inhomogeneous configurations such as strength mis-matched weldments and an effect of re
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,Crack—Interface Interaction in Composite Materials,es. This paper presents different aspects of the interaction between crack and interface: stress field and fracture parameters for a crack approaching the interface and the crack deflection versus penetration for a crack with the tip on the interface. Different material combinations and mixed mode l
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