Structural behavior of composite reinforced concrete members encased by continuous fiber-mesh reinforced mortar permanent forms

American Concrete Institute, ACI Special Publication

Volumn SP-188, Issue , 1999, Pages 113-124

  Sato, Yuichi ^a   Fujii, Shigeru ^a   Seto, Yoritaka ^a   Fujii, Tetsuo ^b  

^a KYOTO UNIVERSITY   (Japan)

^b Kumagai Corporation   (Japan)

Author keywords

Composite member; Compressive capacity; Fiber; Flexural; Mesh; Mortar; Shear; Tensile behavior

Indexed keywords

COMPOSITE STRUCTURES; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; MESH GENERATION; MORTAR; PLATES (STRUCTURAL COMPONENTS); POLYMER CONCRETE; STEEL FIBERS; TUBES (COMPONENTS);

EFFECTIVE SYSTEMS; LONGITUDINAL STEEL; REINFORCED CONCRETE MEMBER; STRENGTH AND DUCTILITIES; STRUCTURAL BEHAVIORS; TENSILE BEHAVIORS; TENSION STIFFENING EFFECTS; UNIAXIAL COMPRESSIVE TESTS;

FIBER REINFORCED CONCRETE;

EID: 32544459693     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (2)

1. Kanakubo, T. and Shindo, M., "Shear Behavior of Fiber-Mesh Reinforced Plates," Proceedings of the Third International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, pp.507-514, 1997.10.
2. Thanasis, C. T., "Shear strengthening of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites," ACI Structural Journal, Vo1.95, No.2, March-April 1998.