Open AccessQuasi-Static Failure Criteria for Concrete / Quasi-Statyczne Kryteria Zniszczenia Betonu
Author(s) -
Tomasz Jankowiak,
Tomasz Łodygowski
Publication year - 2010
Publication title -
archives of civil engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.208
H-Index - 15
eISSN - 2300-3103
pISSN - 1230-2945
DOI - 10.2478/v.10169-010-0007-8
Subject(s) - structural engineering , tension (geology) , constitutive equation , materials science , uniaxial tension , compression (physics) , composite material , geotechnical engineering , engineering , ultimate tensile strength , finite element method
The behaviour of concrete under quasi-static loadings for uniaxial compression, tension and plane stress conditions is studied. The failure criteria of concrete are discussed as well as the methods of constitutive parameters identification are elaborated. The attention is focus on an energetic interpretation of selected failure criteria. The numerical example with concrete damage plasticity material model is shown