Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips

Engineering Structures

Volumn 32, Issue 2, 2010, Pages 547-555

  Willis, C R ^a   Seracino, R ^b   Griffith, M C ^a  

^a UNIVERSITY OF ADELAIDE   (Australia)

^b North Carolina State University   (United States)

Author keywords

Fibre reinforced polymer; Horizontal bending; Masonry; Mathematical model; Near surface mounted

Indexed keywords

BRICK MASONRY; BUILDING STOCKS; CARBON FRP; CLAY BRICKS; COMPRESSIVE LOADING; COMPRESSIVE LOADS; DISPLACEMENT CAPACITY; EXPERIMENTAL TEST; FIBRE REINFORCED POLYMERS; FLEXURAL STRENGTH; HORIZONTAL BENDING; LOAD CARRYING; MASONRY STRUCTURES; MAXIMUM STRENGTH; MOMENT CAPACITY; NEAR SURFACE MOUNTED; OUT-OF-PLANE; OUT-OF-PLANE LOADING; THEORETICAL INVESTIGATIONS; TORSIONAL RESISTANCE; VERTICAL COMPRESSIVE STRESS; WALLETTES;

BENDING TESTS; BRICK; BRICKMAKING; BRIDGE DECKS; BUCKLING; CLAY MINERALS; COMPRESSIVE STRENGTH; COMPUTER SIMULATION; DIGITAL STORAGE; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; FOUNDATIONS; POLYMERS; REINFORCED PLASTICS; RETROFITTING; SHEAR STRENGTH;

MATHEMATICAL MODELS;

BENDING; COMPRESSION; DAMAGE MECHANICS; EXPERIMENTAL STUDY; FAILURE ANALYSIS; FRICTION; LOADING; MASONRY; NUMERICAL MODEL; POLYMER; REINFORCEMENT; SHEAR STRENGTH; STRUCTURAL ANALYSIS; THEORETICAL STUDY;

EID: 72549097225     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.10.015     Document Type: Article

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