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Vadim V. Silberschmidt

Researcher at Loughborough University

Publications -  592
Citations -  10904

Vadim V. Silberschmidt is an academic researcher from Loughborough University. The author has contributed to research in topics: Machining & Finite element method. The author has an hindex of 44, co-authored 543 publications receiving 8619 citations. Previous affiliations of Vadim V. Silberschmidt include University of Rhode Island & Universities UK.

Papers
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A brief review on the mechanical behavior of nonwoven fabrics

TL;DR: In this paper, a brief study of nonwovens' mechanical behavior is presented. But their mechanical properties are rather limited in the literature, and their behavior is not discussed in detail.
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A computational study of fatigue resistance of nitinol stents subjected to walk‐induced femoropopliteal artery motion

TL;DR: In this paper, the authors used the up-to-date measurements of walk-induced motion of a human femoropopliteal artery to investigate the fatigue behavior of nitinol stent after implantation.
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Numerical analysis of the interactive damage mechanisms in two-dimensional carbon fabric-reinforced thermoplastic composites under low velocity impacts

TL;DR: In this article, a novel damage modelling technique based on the cohesive zone method is proposed for interaction of various damage modes, which is more efficient for coupling between failure modes than a co...
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Analytical corrections for double-cantilever beam tests

TL;DR: In this article, analytical corrections for a crack-tip rotation of double-cantilever beams under quasi-static and dynamic loads are presented, afforded by combining both these data-reduction methods and the authors' recent analytical solutions for each.
Book ChapterDOI

Multi—Scale Model of Damage Evolution in Stochastic Rocks: Fractal Approach

TL;DR: In this article, the fractal dimension of the fractured zone is the invariant characteristic of the failure process and depends totally on the stochastic properties of material, and the analysis of the load vs time-to-fracture relation for a vast interval of loads proved the scale-invariance of the fracture process.