Ductile strengthening using externally bonded and near surface mounted composite systems

Composite Structures

Volumn 92, Issue 10, 2010, Pages 2379-2390

  Rasheed, Hayder A ^a   Harrison, Richard R ^a   Peterman, Robert J ^a   Alkhrdaji, Tarek ^b  

^a Kansas State University   (United States)

^b Structural Group Inc   (United States)

Author keywords

Concrete beams; Confinement; Ductility; Externally wrapped; Flexural strengthening; FRP

Indexed keywords

BRITTLE FAILURES; CFRP SHEET; COMPOSITE SYSTEMS; CONCRETE BEAM; CONCRETE BEAMS; CONCRETE CRUSHING; CONCRETE MEMBERS; CONFINEMENT EFFECTS; CONTROL BEAMS; DEBONDING FAILURE; DUCTILE BEHAVIOR; EXPERIMENTAL PROGRAM; EXTERNALLY BONDED; FIBER REINFORCED POLYMERS; FLEXURAL CAPACITY; FLEXURAL PERFORMANCE; FLEXURAL STRENGTH; FLEXURAL STRENGTHENING; HIGH STRENGTH; NEAR SURFACE MOUNTED; NEAR SURFACE MOUNTED FRP BARS; STAINLESS STEEL BARS; STEEL REINFORCED POLYMER; STRENGTHENING SYSTEMS;

CONCRETE BEAMS AND GIRDERS; DEBONDING; DUCTILITY; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; POLYMERS; REINFORCED PLASTICS; REINFORCEMENT; STAINLESS STEEL; STEEL SHEET;

STRENGTHENING (METAL);

CARBON FIBER; COMPOSITE PROPERTY; CONCRETE; FAILURE ANALYSIS; FIBER REINFORCED COMPOSITE; PLASTIC; STEEL; STRENGTH; STRUCTURAL ANALYSIS;

EID: 77952427243     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2010.03.009     Document Type: Article

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