Barrier wall impact simulation of reinforced concrete decks with steel and glass fiber reinforced polymer bars

Journal of Composites for Construction

Volumn 8, Issue 4, 2004, Pages 369-373

  Deitz, D H ^a   Harik, I E ^b   Gesund, H ^b   Zatar, W A ^c  

^a Palmer Engineering   (United States)

^b UNIVERSITY OF KENTUCKY   (United States)

^c WEST VIRGINIA UNIVERSITY INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Barriers; Bridge decks; Fiber reinforced polymers; Glass fibers; Laboratory tests; Reinforcement; Steel

Indexed keywords

AXIAL LOADS; EPOXY-COATED STEEL (ECS); STRENGTH-TO-WEIGHT RATIO; TWO-CHARACTER LABELING SYSTEMS;

BARS (METAL); BRIDGE DECKS; DUCTILITY; ELASTIC MODULI; LABELING; MATERIALS TESTING LABORATORIES; REINFORCED CONCRETE; STEEL; WALLS (STRUCTURAL PARTITIONS);

GLASS FIBER REINFORCED PLASTICS;

BARRIERS; BARS; MATERIALS TESTING; REINFORCED CONCRETE; REINFORCED PLASTIC; STEEL; WALLS;

EID: 13944271342     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2004)8:4(369)     Document Type: Article

References (6)

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4. Deitz, D. H. (1998). "Analysis, design and testing of bridge decks reinforced with fiber reinforced polymer rebars." Dept. of Civil Engineering, Univ. of Kentucky, Lexington, Ky.
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6. Trejo, D., Aguiniga, F., Buth, E., James, R., and Keating, P. (2001). "Pendulum impact tests on bridge deck sections." Research Rep. 1520-1, Texas Transportation Institute, Texas A & M Univ., College Station, Tex.