Bilinear softening parameters and equivalent LEFM R-curve in quasibrittle failure

DOI10.1016/J.IJSOLSTR.2009.11.022zbMath1193.74125OpenAlexW2039504586MaRDI QIDQ991634

J. Martínez

Publication date: 7 September 2010

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: http://oa.upm.es/8507/

zbMATH Keywords

cohesive zone modelenergy distributionquasibrittle fractureR-curvebilinear softening functioncohesive fracture energycritical openingplateau value of the resistance

Mathematics Subject Classification ID

Brittle fracture (74R10) Anelastic fracture and damage (74R20)

Related Items (2)

A numerical study on the SEN-TPB test applied to mode I wood fracture characterization ⋮ Size effect in quasibrittle failure: analytical model and numerical simulations using cohesive zone model

Cites Work

• Some issues in the application of cohesive zone models for metal-ceramic interfaces
• Cohesive zone model of intermediate crack-induced debonding of FRP-plated concrete beam

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