Experimental tests and numerical modeling of reinforced masonry arches

Engineering Structures

Volumn 32, Issue 3, 2010, Pages 776-792

  Cancelliere, Ilaria ^a   Imbimbo, Maura ^a   Sacco, Elio ^a  

^a School of Engineering   (Italy)

Author keywords

Experimental tests; FRP strengthening; Masonry arches; Modeling

Indexed keywords

CLAY BRICKS; CONSTITUTIVE LAW; CONSTITUTIVE RELATIONSHIPS; EXPERIMENTAL CAMPAIGN; EXPERIMENTAL TEST; FAILURE MECHANISM; FIBER REINFORCED PLASTIC STRIPS; FINITE ELEMENT; FRP REINFORCEMENT; FRP STRENGTHENING; LABORATORY TEST; LIMIT STRENGTH; LINEAR ELASTIC; MASONRY ARCHES; MATERIAL PARAMETER; NONLINEAR STRUCTURAL PROBLEMS; NUMERICAL MODELING; NUMERICAL PROCEDURES; POST-PEAK SOFTENING; QUADRATIC RESPONSE; REINFORCED MASONRY; STRESS-STRAIN RELATIONSHIPS; STRUCTURAL RESPONSE;

ARCH BRIDGES; ARCHES; FIBER REINFORCED PLASTICS; FOUNDATIONS; MASONRY BRIDGES; MASONRY CONSTRUCTION; MECHANICAL PROPERTIES; NEWTON-RAPHSON METHOD; NUMERICAL ANALYSIS; REINFORCED PLASTICS; REINFORCEMENT; STRENGTHENING (METAL); STRESS-STRAIN CURVES; TENSILE STRENGTH;

MASONRY MATERIALS;

ARCH; FAILURE MECHANISM; FINITE ELEMENT METHOD; MASONRY; NUMERICAL MODEL; REINFORCEMENT; STRESS-STRAIN RELATIONSHIP;

EID: 75749144555     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.12.005     Document Type: Article

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