Influence of specimen geometry on determination of double-K fracture parameters of concrete: a comparative study

DOI10.1007/S10704-008-9227-1zbMath1264.74215OpenAlexW1987133003MaRDI QIDQ1956264

Shailendra Kumar, S. V. Barai

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/s10704-008-9227-1

zbMATH Keywords

weight functioncohesive stressmode-I fractureconcrete fracturecompact tension testdouble-K fracture parametersthree-point bend test

Mathematics Subject Classification ID

Brittle fracture (74R10) Experimental work for problems pertaining to mechanics of deformable solids (74-05)

Related Items (1)

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

Cites Work

• Unnamed Item
• Some remarks on elastic crack-tip stress fields

This page was built for publication: Influence of specimen geometry on determination of double-K fracture parameters of concrete: a comparative study