Flexural strengthening of reinforced concrete beams with steel-reinforced polymer composites: Analytical and computational investigations

Journal of Reinforced Plastics and Composites

Volumn 29, Issue 14, 2010, Pages 2141-2155

  Kim, Yail J ^a   Fam, Amir ^b   Green, Mark F ^b  

^a North Dakota State University   (United States)

^b QUEEN S UNIVERSITY   (Canada)

Author keywords

beam; composite; concrete; modeling; retrofit; SRP; strengthening

Indexed keywords

APPLIED STRESS; CLOSED-FORM EQUATIONS; COMPOSITE CONCRETES; COMPUTATIONAL INVESTIGATION; COMPUTATIONAL MODEL; CONFINING EFFECT; CRACKING BEHAVIOR; CUT-OFF; DESIGN CODES; FINITE ELEMENT ANALYSIS; FLEXURAL STRENGTH; FLEXURAL STRENGTHENING; HIGH STRENGTH; LOAD DEFLECTION; POLYMERIC RESIN; REINFORCED CONCRETE BEAMS; REINFORCED POLYMER COMPOSITES; REINFORCED POLYMERS; SERVICE LOADS; SHEAR STRESS DISTRIBUTION; STRAIN COMPATIBILITY; STRAIN RESPONSE; STRAIN VARIATION; STRENGTHENED BEAMS;

CARBON STEEL; COMPOSITE MICROMECHANICS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; FINITE ELEMENT METHOD; HIGH STRENGTH STEEL; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; RESINS; RETROFITTING; SHEAR STRESS; STRENGTH OF MATERIALS; STRENGTHENING (METAL); STRESS CONCENTRATION;

TENSILE STRENGTH;

EID: 77955029703     PISSN: 07316844     EISSN: 15307964     Source Type: Journal    
DOI: 10.1177/0731684409345619     Document Type: Article

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