Development of ``event-to-event nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling

DOI10.1016/j.ijsolstr.2008.04.005zbMath1169.74654OpenAlexW2026483342MaRDI QIDQ837466

Gospodin Gospodinov, Sonia Parvanova

Publication date: 10 September 2009

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

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.04.005

zbMATH Keywords

bond slip modelingdual boundary elementsnonlinear approachR/C beamssimplified constitutive modeling

Mathematics Subject Classification ID

Related Items (1)

Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry

Cites Work

• Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach
• Propagation of a cohesive crack through adherent reinforcement layers

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