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| Autore: |
Fantuzzi Nicholas
|
| Titolo: |
Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications
|
| 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 ![]() |
| Formato: | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione: | Inglese |
| Record Nr.: | 9910557735803321 |
| Lo trovi qui: | Univ. Federico II |
| Opac: | Controlla la disponibilità qui |