An anisotropic elastoplastic-damage model for plain concrete

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19980630)42:4<703::AID-NME384>3.0.CO;2-B" /><703::AID-NME384>3.0.CO;2-B 10.1002/(SICI)1097-0207(19980630)42:4<703::AID-NME384>3.0.CO;2-BzbMath0908.73062OpenAlexW2147172647MaRDI QIDQ4209683

Herbert A. Mang, Günther Meschke, Roman Lackner

Publication date: 18 March 1999

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19980630)42:4<703::aid-nme384>3.0.co;2-b

zbMATH Keywords

stress-strain relationshipRankine criterionreturn map schemeanisotropic stiffness degradationcylinder splitting testmultisurface elastoplasticity-damage theorynotched concrete beamsoftening lawsstability of local iteration procedure

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99)

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