Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening

DOI10.1016/j.euromechsol.2022.104825OpenAlexW4304890312MaRDI QIDQ2102619

Luca Lanzoni, Federico Oyedeji Falope, Matteo Pelliciari, Tarantino, Angelo Marcello

Publication date: 29 November 2022

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2022.104825

zbMATH Keywords

shear deformationnonlinear elasticityexperimental validationEuler bucklinghorizontal load

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Bifurcation and buckling (74G60)

Related Items (1)

Hybrid Finite Element Method in Nonlinear Dynamic Analysis of Trusses

Uses Software

• top.m

Cites Work

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