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It has involved the investigation of vibration-based mechanical identification of thick composite structures, low velocity impact and damage studies of foam-cored composite sandwich structures, as well as the development- and application-oriented investigation of various other NDE methods.
In the context of a wide research study for in situ mechanical identification of ancient timber structures by non-destructive techniques (NDTs), the paper illustrates a method for the determination of the density of timber elements, through the statistical combination of in situ sclerometric needle penetration and resistance drilling parameters measured in transverse direction.
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The paper outlines the current status of mechanical testing, identification of failure mechanisms and data analysis related to delamination cracking in high performance laminates made via the prepreg/autoclave route, strengthened in the through-thickness direction by Z-pinning.
Experimental investigation of the mechanical properties identification of several elastically restrained laminated composite plates has been performed to illustrate the applications of the present method.
The feasibility and accuracy of the proposed method are studied by means of several numerical examples on the mechanical properties identification of elastically restrained laminated composite plates with different layups made of various composite materials.
In engineering practice, both viscous and hysteretic damping models are usually employed to characterize damped dynamic properties of linear mechanical systems, the identification of which has long been an active area of research in experimental modal analysis.
In this study, a multiscale model fully representing mechanical deformation is developed for the identification of geometrical and mechanical properties of the interfacial layer in single-walled carbon nanotube (SWNT -epoxy nanocompoSWNT -epoxy
Modeling and identification of mechanical systems constitute an essential stage in practical control design and applications.
The present contribution is dedicated to the identification of mechanical parameters, especially distributed parameters for continuous structures.
The submitted paper presents results of identification of mechanical and fracture properties of selected self-compacting concrete beams applicable for non-linear finite element analyses.
An improved fuzzy adaptive back-propagation algorithm is proposed and applied to the identification of mechanical parameters of the surrounding rock of underground caverns in stratified layers.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com