Advances in Structural Mechanics Modeled with FEM

• Other Authors: Tarantino, Angelo Marcello (Editor), Majorana, Carmelo (Editor), Luciano, Raimondo (Editor), Bacciocchi, Michele (Editor)
• Format: Electronic Book Chapter
• Language: English
• Published: Basel, Switzerland MDPI - Multidisciplinary Digital Publishing Institute 2021
• Subjects: Research & information: general; Technology: general issues; beam element; Quasi-3D; static bending; functionally graded beam; Monte Carlo method; coalbed methane; stochastic fracture network; fracture geometric parameters; dual-porosity and dual-permeability media; finite element method; three-phase composite materials; Finite Element modeling; sandwich plates; zig-zag theory; carbon nanotubes; free vibrations; soda-lime glass; cohesive zone model; rate-dependent; impact loading; finite element; FGM; plate; material-oriented shape functions; NURBS; Finite elements; finite bending; 3D elasticity; Eulerian slenderness; compactness index; Searle parameter; Elastica; pultruded beams; effective stiffness matrix; FRP; hollow circular beams; rigid finite element method; composite; steel-polymer concrete; machine tool; multibody system; orthotropic failure criteria; implementation; plasticity; masonry; geometric nonlinearity; FEM; thermoelasticity; bowing; transient heat flux; acoustic black holes; acoustic-oriented design; additive manufacturing; vibroacoustics; material parameter identification; model order reduction; reinforced concrete; finite element analysis; crack band; strain localization; post-peak softening; viscoplastic regularization; convergence; mesh sensitivity; bond-slip; flexural behavior; n/a
• Online Access: DOAB: download the publication; DOAB: description of the publication

It is well known that many structural and physical problems cannot be solved by analytical approaches. These problems require the development of numerical methods to get approximate but accurate solutions. The minite element method (FEM) represents one of the most typical methodologies that can be u...