Variable thickness barrel anchor for CFRP prestressing rods

American Concrete Institute, ACI Special Publication

Volumn SP-231, Issue , 2005, Pages 237-252

  Al Mayah, Adil ^a   Soudki, Khaled ^a   Plumtree, Alan ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Anchor; CFRP; Contact pressure; FEM; Prestressed concrete

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; GRAPHITE FIBERS; PRESSURE DISTRIBUTION; SHEAR STRESS; TENSILE STRESS; THERMOELECTRICITY;

CARBON FIBER REINFORCED POLYMER; CONTACT PRESSURE DISTRIBUTION; DIFFERENT THICKNESS; FINITE-ELEMENT STUDY; PREMATURE FAILURES; THICKNESS REDUCTION; THICKNESS VARIATION; VARIABLE THICKNESS;

PRESTRESSED CONCRETE;

EID: 33748803088     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

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2. ACI Committee 440, “State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures (ACI 440R-96) (Reapproved 2002),” American Concrete Institute, Farmington Hills, Mich., 2002, 65 pp.
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4. Gilstrap, J.M.; Dolan, C.W.; and Hamilton III, H.R. (2001), “Characterization of Fiber Reinforced Polymer Prestressing Tendons,” Design Recommendations for Concrete Structures Prestressed with FRP Tendons, FHWA Contract, C.W. Dolan, H.R. Hamilton III, C.E. Bakis, and A. Nanni, eds., Vol. 2, Chapter 1, pp. 1-112.
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11. Campbell, T.I.; Keatley, J.P.; and Barnes, K.M., “Analysis of an Anchorage for CFRP Prestressing Tendons,” Annual Conference of the Canadian Society for Civil Engineering, Halifax, Nova Scotia, 1998, pp. 551-560.
12. Al-Mayah, A.; Soudki, K.; and Plumtree, A., “Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons,” PCI Journal, V. 46, No. 2, 2001, pp. 88-99.
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