Quasi-Static Failure Criteria for Concrete / Quasi-Statyczne Kryteria Zniszczenia Betonu

Archives of civil engineering

T. ?odygowskiInstitute of Structural Engineering (ISE), Poznan University of Technology, Piotrowo 5, 60-965EmailOther articles by this author:De Gruyter OnlineGoogle Scholar¹  T. JankowiakInstitute of Structural Engineering (ISE), Poznan University of Technology, Piotrowo 5, 60-965 Poznan, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar² 

[1] Institute of Structural Engineering (ISE), Poznan University of Technology, Piotrowo 5, 60-965;Institute of Structural Engineering (ISE), Poznan University of Technology, Piotrowo 5, 60-965 Poznan, Poland

关键词: Keywords: concrete strength;    constitutive parameters;    identification;    energetic interpretation;   

DOI  :  10.2478/v.10169-010-0007-8

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

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

【 授权许可】

Unknown