Strengthening of a concrete masonry wall subject to lateral load with sprayed glass-fibre-reinforced polymer

Canadian Journal of Civil Engineering

Volumn 37, Issue 10, 2010, Pages 1315-1330

  Haddad, M A ^a   Shaheen, E ^b   Parsekian, G A ^b   Tilleman, D ^b   Shrive, N G ^b  

^a JERASH UNIVERSITY   (Jordan)

^b UNIVERSITY OF CALGARY   (Canada)

Author keywords

Concrete masonry; Finiteelement analysis; Fracture mechanics; Glass fibre reinforced polymer; Lateral loading; Spraying; Wall

Indexed keywords

ACCURATE PREDICTION; CONCRETE MASONRY; CRACKING PATTERNS; FIBRE REINFORCED POLYMERS; FINITE ELEMENT ANALYSIS; FINITE ELEMENT MODELS; LATERAL LOADING; LATERAL LOADS; MASONRY WALLS; MODE III; ORTHOTROPY; PLASTIC DESIGNS; POINT LOADING; STRENGTHENING TECHNIQUE; SUPPORT CONDITIONS; WALL;

BRIDGE DECKS; BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; FIBERS; FINITE ELEMENT METHOD; FRACTURE MECHANICS; GLASS; LOADING; MASONRY MATERIALS; POLYMERS; REINFORCED PLASTICS; RETAINING WALLS; STEEL BRIDGES; STRENGTHENING (METAL); TENSILE STRENGTH;

FRACTURE;

BASEMENT (BUILDING); CONCRETE STRUCTURE; DESIGN METHOD; FINITE ELEMENT METHOD; FRACTURE MECHANICS; GLASS; LOADING; LOADING TEST; MASONRY; POLYMER; PRESSURE GRADIENT; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL RESPONSE; WALL;

EID: 77958093272     PISSN: 03151468     EISSN: 12086029     Source Type: Journal    
DOI: 10.1139/L10-074     Document Type: Article

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