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Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications



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Autore: Fantuzzi Nicholas Visualizza persona
Titolo: Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications Visualizza cluster
Pubblicazione: Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Descrizione fisica: 1 online resource (220 p.)
Soggetto topico: History of engineering and technology
Soggetto non controllato: bifurcations
biostructure
cohesive elements
complex variables
conformal mapping
continuation methods
direction field
elasticity
elastodynamics
equivalent single-layer approach
experimental test
finite element method
finite element modelling
finite elements
first-order shear deformation theory
functionally graded materials
FW-H equations
Galerkin weighted residual FEM
gold nanowire
heat conduction
higher-order shear deformation theory
joint static strength
laminated composite plates
limit points
marine propeller
maximum-flow/minimum-cut
mesh adaptation
n/a
noise
non-circular deep tunnel
non-uniform mechanical properties
nonlocal elasticity theory
numerical modeling
numerical simulation
paddlefish
panel method
parametric investigation
Polyodon spathula
porosity distributions
principal stress
reinforced joint (collar and doubler plate)
rostrum
shear correction factor
silicon carbide nanowire
silver nanowire
space-time
stress patterns
tailored fiber placement
tensor line
Persona (resp. second.): FantuzziNicholas
Sommario/riassunto: 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.
Titolo autorizzato: Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications  Visualizza cluster
Formato: Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione: Inglese
Record Nr.: 9910557735803321
Lo trovi qui: Univ. Federico II
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