Hybrid Finite Element Method in Nonlinear Dynamic Analysis of Trusses

DOI10.1142/S0219455424501955OpenAlexW4388011160MaRDI QIDQ6200110

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Publication date: 29 February 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455424501955

zbMATH Keywords

finite element methodbifurcationdynamic stabilitydynamic bucklinglimit loadnonlinear dynamic analysissnap-throughhybrid finite element methoddynamic limit loadinelastic post-buckling analysisinitial length imperfection of element

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX)

Cites Work

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• Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening
• Equilibrium paths for von Mises trusses in finite elasticity
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• Nonlinear dynamic analysis of lattice structures
• Influence of local buckling on global instability: Simplified, large deformation, post-buckling analyses of plane trusses
• Stability of trusses under dynamic loads
• Incremental displacement algorithms for nonlinear problems
• A fast incremental/iterative solution procedure that handles “snap-through”
• Mixed and Hybrid Finite Element Methods
• Inelastic post‐buckling analysis of truss structures by dynamic relaxation method
• Progressive failure analysis of inelastic space truss structures

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