Physical properties of glass fiber reinforced polymer rebars in compression

Journal of Composites for Construction

Volumn 7, Issue 4, 2003, Pages 363-366

  Deitz, D H ^a   Harik, I E ^b   Gesund, H ^b  

^a Palmer Engineering   (United States)

^b UNIVERSITY OF KENTUCKY   (United States)

Author keywords

Compression strength; Concrete, reinforced; Elasticity; Fiber reinforced polymers; Glass fibers; Structural materials

Indexed keywords

BUCKLING-TYPE FAILURE; COMPRESSION TEST METHOD; FLEXURAL MEMBERS; REBARS;

BENDING STRENGTH; BUCKLING; BUILDING MATERIALS; CARBON FIBER REINFORCED PLASTICS; COMPRESSIVE STRENGTH; CRACK INITIATION; ELASTIC MODULI; PHYSICAL PROPERTIES; RESINS; STRAIN GAGES; TENSILE STRENGTH;

GLASS FIBER REINFORCED PLASTICS;

EID: 13944263186     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2003)7:4(363)     Document Type: Article

References (3)

1. Deitz, D. H., Harik, I. E., and Gesund, H. (1999). "GFRP reinforced decks." Kentucky, Transportation Center Research Report No. KTC-00-1, Univ. of Kentucky, Lexington, Ky.
2. Kobayashi, K., and Fujisaki, T. (1995). "Compressive behavior of FRP reinforcement in non-prestressed concrete members." Non-metallic (FRP) reinforcement for concrete structures, E&FN Spon, London.
3. ASTM. (1996). "Standard test method for compressive properties of rigid plastics." ASTM D695-96, West Conshohocken, Pa.