By American Petroleum Institute
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Extra resources for API 2B Specification for the Fabrication of Structural Steel Pipe
8 FRPRCS-6: Keynote Paper BEHAVIOR IN SHEAR The majority of research on coricrete structures using FRP reinforcements has been on members that are not shear critical. Unlike flexural behavior, shear resisting behavior is quite complex by itself even in ordinary reinforced or prestressed concrete members. Furthermore, the experimentally derived prediction equations for the shear capacity of prestressed concrete members using steel tendons has not yet been proven applicable when FRP tendons are used.
106, No. 1, ASCE, Reston, Virginia, 1986, pp. 99-1 13. 30. , “FRP Composites of Construction and the Fire Issue: Preliminary Laboratory Results,” 2nd International Conference on Durability of Fiber Reinforced Polymer (FRP) f o r Construction, Montreal, Canada, 2002. 31. , “Design of FRP Reinforced Concrete Structures under Fire Conditions,” CICE International Conference on FRP Composites in Civil Engineering, Kowloon, Hong Kong, December 2001. 24 FRPRCS-6: Keynote Paper 32. , and Spain, J. (1999).
Investigation of Beams Partially Prestressed with Carbon Fiber Reinforced Composite Tendons,” Proceedings of the FIP X I I Congress, Washington, May 1994, pp. B56-B61. 10. , “New Ductile Hybrid FRP Reinforcing Bar for Concrete Structures,” Journal of Composites for Construction, Vol. 2, No. 1, ASCE, Reston, Virginia, Feb. 1998, pp. 28-37. 11. , “Effect of Cyclic Loading and Elevated Temperature on the Bond Properties of FRP Rebars,” International Conference on the Durability of Fiber Reinforced Polymer for Construction, Sherbrooke, Canada, 1998, pp.
API 2B Specification for the Fabrication of Structural Steel Pipe by American Petroleum Institute