Zero stiffness elastic structures.

DOI10.1016/S0020-7403(03)00063-8zbMath1035.74039OpenAlexW2049369836MaRDI QIDQ1423377

Tibor Tarnai

Publication date: 14 February 2004

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7403(03)00063-8

zbMATH Keywords

elastic stabilitycritical loadmechanismsself-stressbar structuresbifurcation of equilibrium pathsneutral equilibriumsnap-through loss of stability

Mathematics Subject Classification ID

Thin bodies, structures (74K99) Bifurcation and buckling (74G60)

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Conversion from imperfection-sensitive into imperfection-insensitive elastic structures. I: Theory ⋮ Conversion from imperfection-sensitive into imperfection-insensitive elastic structures. II: Numerical investigation ⋮ On the interdependency of primary and initial secondary equilibrium paths in sensitivity analysis of elastic structures ⋮ Structure synthesis and statics analysis of a foldable stair ⋮ Conditions for symmetric, antisymmetric, and zero-stiffness bifurcation in view of imperfection sensitivity and insensitivity

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