Uniaxial compressive strength and stiffness of field-extracted and laboratory-constructed masonry prisms

Journal of Materials in Civil Engineering

Volumn 26, Issue 4, 2014, Pages 567-575

  Lumantarna, Ronald ^a   Biggs, David T ^b   Ingham, Jason M ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b Biggs Consulting Engineering   (United States)

Author keywords

Brick; Compressive strength; Masonry; Modulus of elasticity; Mortar; Stiffness; Strain

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE BUILDINGS; ELASTIC MODULI; LABORATORIES; MORTAR; PRISMS; STIFFNESS; STRAIN; STRESS-STRAIN CURVES;

MASONRY; MATERIAL CHARACTERISTICS; PREDICTIVE EQUATIONS; STRESS-STRAIN BEHAVIORS; STRESS-STRAIN MODEL; STRESS-STRAIN RELATIONSHIPS; UNIAXIAL COMPRESSIVE STRENGTH; UNREINFORCED MASONRY;

BRICK;

BUILDING CONSTRUCTION; COMPRESSIVE STRENGTH; ELASTIC MODULUS; LABORATORY METHOD; MORTAR; STIFFNESS; STRESS-STRAIN RELATIONSHIP; WALL;

NEW ZEALAND;

EID: 84896075350     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000731     Document Type: Article

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