Failure of an axially compressed beam with uncertain initial deflection of bounded strain energy

DOI10.1016/0020-7225(93)90107-6zbMath0777.73047OpenAlexW2035051325WikidataQ60552663 ScholiaQ60552663MaRDI QIDQ1261673

Yakov Ben-Haim

Publication date: 4 October 1993

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(93)90107-6

zbMATH Keywords

convex modelsglobal energetic considerationsmaximum bending moment failure criterion

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fracture and damage (74R99)

Related Items (4)

Transient vibrations of cross-ply plates subject to uncertain excitations ⋮ Non-probabilistic modelling and design of sandwich plates subject to uncertain loads and initial deflections ⋮ On Convex Models of Uncertainty for Small Initial Imperfections of Non‐Linear Structures ⋮ Detrimental or serendipitous effect of human error on reliability of structures

Cites Work

• Impact Buckling of Thin Bar Via Monte Carlo Method
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