Large deflection of functionally graded porous beams based on a geometrically exact theory with a fully intrinsic formulation

DOI10.1016/j.apm.2019.07.018zbMath1481.74444OpenAlexW2961669695WikidataQ127476073 ScholiaQ127476073MaRDI QIDQ1985263

Paul M. Weaver, Alireza Maheri, Pedram Khaneh Masjedi

Publication date: 7 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://hdl.handle.net/2164/14717

zbMATH Keywords

porous materialslarge deflectionintrinsic formulationfunctionally graded beamsgeometrically exact beambioinspired materials

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10)

Related Items

Analytical solution for the fully coupled static response of variable stiffness composite beams, Large deformation analysis of fully incompressible hyperelastic curved beams, Displacement-based and stress-based analytical approaches for nonlinear bending analysis of functionally graded porous plates resting on elastic substrate, Analytical solution for arbitrary large deflection of geometrically exact beams using the homotopy analysis method, Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method, Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads, Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation, Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution

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