Control of plastic shrinkage cracking of concrete with carbon fiber-reinforced polymer grids

Journal of Materials in Civil Engineering

Volumn 19, Issue 5, 2007, Pages 441-444

  Shao, Yutian ^a   Mirmiran, Amir ^b  

^a Dunn Savoie Inc   (United States)

^b Florida International University   (United States)

Author keywords

Carbon; Concrete; Cracking; Fiber reinforced polymers; Grid systems; Shrinkage

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CONCRETE REINFORCEMENTS; CRACK INITIATION; CRACKS; SHRINKAGE; VOLUME FRACTION;

CARBON FIBER-REINFORCED POLYMER (FRP) GRIDS; CRACK REDUCTION EFFICIENCY FACTOR; FIBER REINFORCED CONCRETE; FIBER VOLUME RACTIONS; PLASTIC SHRINKAGE CRACKING;

CONCRETES;

CRACKING; REINFORCED CONCRETE; REINFORCEMENT; SHRINKAGE;

EID: 34247206546     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:5(441)     Document Type: Article

References (5)

1. American Concrete Institute (ACI). (1998). "Standard specification for curing concrete." ACI 308.1-98, ACI Committee 308, Farmington Hills, Mich.
2. American Concrete Institute (ACI). (2004). "Guide for concrete floor and slab construction." ACI 302.1R-04, ACI Committee 302, Farmington Hills, Mich.
3. International Council of Codes Evaluation Services (ICC-ES). (2003). "Acceptance criteria for concrete with synthetic fibers." AC-32, Los Angeles.
4. Lee, J. D. (1999). "Plastic shrinkage cracking testing report." Project Rep. No. 99-09552, Twin City Testing Corp., Twin City, Minn.
5. Ramakrishnan, V. (2001). "Concrete plastic shrinkage-reduction potential of synergy fibers." Transportation Research Record. 1775, Transportation Research Board, Washington, D.C., 106-117.