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210512 ||| eng |
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|a 9783036501376
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|a 9783036501369
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|a books978-3-0365-0137-6
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|a Fantuzzi, Nicholas
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|a Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications
|h Elektronische Ressource
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260 |
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|a Basel, Switzerland
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2021
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300 |
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|a 1 electronic resource (220 p.)
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|a stress patterns
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|a equivalent single-layer approach
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|a experimental test
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|a bifurcations
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|a n/a
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|a finite element method
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|a maximum-flow/minimum-cut
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|a reinforced joint (collar and doubler plate)
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|a Polyodon spathula
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|a complex variables
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|a History of engineering and technology / bicssc
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|a cohesive elements
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|a shear correction factor
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|a marine propeller
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|a tailored fiber placement
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|a porosity distributions
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|a first-order shear deformation theory
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|a principal stress
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|a space-time
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|a elasticity
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|a joint static strength
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|a heat conduction
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|a non-uniform mechanical properties
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|a parametric investigation
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|a elastodynamics
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|a nonlocal elasticity theory
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|a finite element modelling
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|a paddlefish
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|a numerical simulation
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|a tensor line
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|a functionally graded materials
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|a rostrum
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|a Galerkin weighted residual FEM
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|a panel method
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|a numerical modeling
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|a biostructure
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|a silver nanowire
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|a FW-H equations
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|a laminated composite plates
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|a mesh adaptation
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|a direction field
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|a limit points
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|a gold nanowire
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|a conformal mapping
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|a silicon carbide nanowire
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|a non-circular deep tunnel
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|a finite elements
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|a continuation methods
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|a noise
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|a higher-order shear deformation theory
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|a Fantuzzi, Nicholas
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041 |
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7 |
|a eng
|2 ISO 639-2
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|b DOAB
|a Directory of Open Access Books
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|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
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|a 10.3390/books978-3-0365-0137-6
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856 |
4 |
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|u https://directory.doabooks.org/handle/20.500.12854/68345
|z DOAB: description of the publication
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|u https://www.mdpi.com/books/pdfview/book/3356
|7 0
|x Verlag
|3 Volltext
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|a 900
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|a 600
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|a 620
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|a The problem of solving complex engineering problems has always been a major topic in all industrial fields, such as aerospace, civil and mechanical engineering. The use of numerical methods has increased exponentially in the last few years, due to modern computers in the field of structural mechanics. Moreover, a wide range of numerical methods have been presented in the literature for solving such problems. Structural mechanics problems are dealt with using partial differential systems of equations that might be solved by following the two main classes of methods: Domain-decomposition methods or the so-called finite element methods and mesh-free methods where no decomposition is carried out. Both methodologies discretize a partial differential system into a set of algebraic equations that can be easily solved by computer implementation. The aim of the present Special Issue is to present a collection of recent works on these themes and a comparison of the novel advancements of both worlds in structural mechanics applications.
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