TY - GEN AU - Fantuzzi,Nicholas AU - Fantuzzi,Nicholas TI - Mesh-Free and Finite Element-Based Methods for Structural Mechanics Applications SN - books978-3-0365-0137-6 PY - 2021/// CY - Basel, Switzerland PB - MDPI - Multidisciplinary Digital Publishing Institute KW - History of engineering & technology KW - bicssc KW - direction field KW - tensor line KW - principal stress KW - tailored fiber placement KW - heat conduction KW - finite elements KW - space-time KW - elastodynamics KW - mesh adaptation KW - non-circular deep tunnel KW - complex variables KW - conformal mapping KW - elasticity KW - numerical simulation KW - numerical modeling KW - joint static strength KW - finite element method KW - parametric investigation KW - reinforced joint (collar and doubler plate) KW - nonlocal elasticity theory KW - Galerkin weighted residual FEM KW - silicon carbide nanowire KW - silver nanowire KW - gold nanowire KW - biostructure KW - rostrum KW - paddlefish KW - Polyodon spathula KW - maximum-flow/minimum-cut KW - stress patterns KW - finite element modelling KW - laminated composite plates KW - non-uniform mechanical properties KW - panel method KW - marine propeller KW - noise KW - FW-H equations KW - experimental test KW - continuation methods KW - bifurcations KW - limit points KW - cohesive elements KW - functionally graded materials KW - porosity distributions KW - first-order shear deformation theory KW - shear correction factor KW - higher-order shear deformation theory KW - equivalent single-layer approach KW - n/a N1 - Open Access N2 - 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 UR - https://mdpi.com/books/pdfview/book/3356 UR - https://directory.doabooks.org/handle/20.500.12854/68345 ER -