In-plane shear behavior of masonry panels strengthened with NSM CFRP strips. I: Experimental investigation

Journal of Composites for Construction

Volumn 14, Issue 6, 2010, Pages 754-763

  Petersen, Robert B ^a   Masia, Mark J ^a   Seracino, Rudolf ^b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b North Carolina State University   (United States)

Author keywords

Brick masonry; Fiber reinforced polymers; In plane shear; Near surface mounted

Indexed keywords

BRICK MASONRY; CARBON FIBER REINFORCED POLYMER; CRACK PATTERNS; EXPERIMENTAL INVESTIGATIONS; FIBER-REINFORCED POLYMERS; FRP STRAIN; IN-PLANE SHEAR; LOAD-DISPLACEMENT BEHAVIOR; MASONRY PANELS; NEAR SURFACE MOUNTED; NONSYMMETRIC; PANEL THICKNESS; SHEAR RESISTANCES; TEST RESULTS; UNREINFORCED MASONRY; VERTICAL REINFORCEMENT; VERTICALLY ALIGNED;

BEAMS AND GIRDERS; BRICK; BRICKMAKING; BRIDGE DECKS; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; MASONRY CONSTRUCTION; POLYMERS; REINFORCED PLASTICS; REINFORCEMENT;

CARBON FIBERS;

EID: 78649296294     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000134     Document Type: Article

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