Influence of specimen geometry and size-effect on the \(K_R\)-curve based on the cohesive stress in concrete

DOI10.1007/S10704-008-9275-6zbMath1264.74216OpenAlexW2040774002MaRDI QIDQ1956297

S. V. Barai, Shailendra Kumar

Publication date: 13 June 2013

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

Full work available at URL: https://doi.org/10.1007/s10704-008-9275-6

zbMATH Keywords

weight functionsize-effectthree-point bending testcompact tension test\(K_R\) -curvecohesive stress distributionfictitious crack extension

Mathematics Subject Classification ID

Brittle fracture (74R10)

Related Items (1)

Effect of acid corrosion on crack propagation of concrete beams

Cites Work

• Influence of specimen geometry on determination of double-K fracture parameters of concrete: a comparative study
• Some remarks on elastic crack-tip stress fields
• Unnamed Item

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