Constitutive models for tuff masonry under uniaxial compression

Journal of Materials in Civil Engineering

Volumn 22, Issue 11, 2010, Pages 1102-1111

  Augenti, N ^a   Parisi, F ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Compression tests; Constitutive models; Masonry; Mechanical properties; Regression analysis; Strain softening; Stress strain relations

Indexed keywords

ANALYTICAL MODEL; COMPRESSION TESTS; COMPRESSIVE BEHAVIOR; DEFORMABILITY; EQUIVALENT-LINEAR; INPUT DATAS; LABORATORY TEST; LOADING DIRECTION; MASONRY; MORTAR BED-JOINTS; NON-LINEAR REGRESSION ANALYSIS; NONLINEAR STRESS-STRAIN MODEL; ORTHOTROPY; SHEAR MODULUS; STATISTICAL ANALYSIS; STRAIN DIAGRAMS; STRAIN DUCTILITY; STRAIN SOFTENING; STRESS STRAIN RELATIONS; UNI-AXIAL COMPRESSION;

COMPRESSION TESTING; COMPRESSIVE STRENGTH; CONSTITUTIVE MODELS; DUCTILITY; MASONRY MATERIALS; MAXIMUM LIKELIHOOD ESTIMATION; MECHANICAL PROPERTIES; METAL ANALYSIS; REGRESSION ANALYSIS; SHEAR STRENGTH; STATISTICS; STRESS-STRAIN CURVES; STRESSES; STRUCTURAL ANALYSIS;

STRAIN;

COMPRESSIVE STRENGTH; COMPUTER SIMULATION; CONSTITUTIVE EQUATION; EXPERIMENTAL STUDY; LABORATORY METHOD; MASONRY; MAXIMUM LIKELIHOOD ANALYSIS; NUMERICAL MODEL; STRAIN ANALYSIS; STRESS-STRAIN RELATIONSHIP; STRUCTURAL ANALYSIS; TUFF; UNIAXIAL STRENGTH; UNIAXIAL TEST; YOUNG MODULUS;

EID: 77957923677     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000119     Document Type: Article

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