Size effect on buckling strength of eccentrically compressed column with fixed or propagating transverse crack

DOI10.1007/S10704-006-9037-2zbMath1197.74040OpenAlexW1995970372MaRDI QIDQ712430

Zaoyang Guo, Zdeněk P. Bažant

Publication date: 28 October 2010

Published in: International Journal of Fracture (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10704-006-9037-2

zbMATH Keywords

fracturestabilitysize effectcolumn bucklingeccentric compression

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Bifurcation and buckling (74G60)

Cites Work

• Stability conditions for propagation of a system of cracks in a brittle solid
• The Part-Through Surface Crack in an Elastic Plate

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