Design methodology of a ductile hybrid FRP for concrete structures by the Braidtrusion process

International SAMPE Symposium and Exhibition (Proceedings)

Volumn 46 II, Issue , 2001, Pages 2421-2432

  Hampton, F P ^a   Lam, H ^a   Ko, F K ^a   Harris, H G ^a  

^a Drexel University   (United States)

Author keywords

Braided composites; Hybrids; Pultrusion

Indexed keywords

BRIDGE DECKS; CONCRETE BEAMS AND GIRDERS; DUCTILITY; FRACTURE TOUGHNESS; MATHEMATICAL MODELS; PAVEMENTS; PULTRUSION; REINFORCED CONCRETE; STIFFNESS; STRAIN MEASUREMENT; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TENSILE STRENGTH; YIELD STRESS;

BRAIDTRUSION PROCESSES; STRUCTURAL ELEMENTS;

FIBER REINFORCED PLASTICS;

EID: 0034835958     PISSN: 08910138     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. A new ductile hybrid fiber reinforced polymer (FRP) reinforcement for concrete structures
2. A new ductile hybrid fiber reinforced polymer (FRP) reinforcing bar for concrete structures
3. Fiber architecture based design of ductile composite rebars for concrete structures
4. Ductile hybrid fiber reinforced plastic (FRP) rebar for concrete structures: Design methodology
5. Three dimensional fabrics for composites
6. Creep rupture behavior of FRP elements for prestressed concrete - Phenomenon, results, and forecast models