Debonding resistance of FRP-to-clay brick masonry joints

Engineering Structures

Volumn 41, Issue , 2012, Pages 186-198

  Kashyap, J ^a   Willis, C R ^a   Griffith, M C ^a   Ingham, J M ^b   Masia, M J ^c  

^a UNIVERSITY OF ADELAIDE   (Australia)

^b UNIVERSITY OF AUCKLAND   (New Zealand)

^c UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Bond pull tests; Bond strength model; Debonding; FRP; Masonry; Strengthening

Indexed keywords

ACCURATE PREDICTION; BOND MODELS; BOND PULL-TESTS; BOND SLIPS; BOND TEST; BRICK MASONRY; CLAY BRICKS; CYCLIC LOADINGS; EXTERNALLY BONDED; FAILURE MECHANISM; FIBRE REINFORCED POLYMERS; FRP; INTERFACE BEHAVIOUR; INTERFACE SHEAR STRESS; LARGE DATABASE; MASONRY; MASONRY BOND STRENGTH; MATERIAL PROPERTY; MAXIMUM LOAD; MAXIMUM SLIP; NEAR SURFACE MOUNTED; STRENGTH MODELS;

BOND STRENGTH (MATERIALS); BRICK; DATABASE SYSTEMS; DEBONDING; STRENGTHENING (METAL); TESTING;

INTERFACES (MATERIALS);

CLAY; CONCRETE; CYCLIC LOADING; FAILURE MECHANISM; MASONRY; POLYMER; SHEAR STRESS;

EID: 84860177742     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.03.032     Document Type: Article

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