Kinematic FE homogenized limit analysis model for masonry curved structures strengthened by near surface mounted FRP bars

Composite Structures

Volumn 93, Issue 1, 2010, Pages 239-258

  Milani, Gabriele ^a   Bucchi, Andrea ^b  

^a POLITECNICO DI MILANO   (Italy)

^b Servizio Geologico   (Italy)

Author keywords

Curved structures; Delamination; Failure loads; FRP bars; Homogenization; Masonry

Indexed keywords

CELL LEVELS; COLLAPSE LOADS; COMPUTATIONAL EFFORT; CONSTRAINED MINIMIZATION PROBLEM; CURVED STRUCTURE; DELAMINATION FAILURE; EXISTING STRUCTURE; EXPERIMENTAL EVIDENCE; EXTERNAL SURFACES; FAILURE MECHANISM; FAILURE SURFACE; FINITE ELEMENT; FINITE THICKNESS; FRICTIONAL BEHAVIOR; FRP BAR; HOMOGENIZATION PROBLEMS; IDENTIFICATION PROCEDURE; LIMIT ANALYSIS; MASONRY ARCHES; MORTAR JOINTS; NEAR SURFACE MOUNTED FRP BARS; NON-LINEAR FE; NUMERICAL EXAMPLE; PLASTIC DISSIPATION; REINFORCED MASONRY; SEISMIC UPGRADING; UNIT CELLS;

ARCHES; BRICK; BRICKMAKING; BUILDING MATERIALS; COMPRESSIVE STRENGTH; DELAMINATION; DOMES; EPOXY RESINS; FILLERS; FINITE ELEMENT METHOD; FOUNDATIONS; KINEMATICS; MORTAR; PLASTER; RESINS; STEEL SHEET; TENSILE STRENGTH;

QUALITY ASSURANCE;

COMPRESSIVE PROPERTY; DELAMINATION; FAILURE ANALYSIS; FIBER REINFORCED COMPOSITE; FINITE ELEMENT ANALYSIS; FRICTION; LOADING (TESTING); MATHEMATICAL MODEL; STRENGTH; TENSILE PROPERTY;

EID: 77955281674     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2010.05.013     Document Type: Article

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