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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Tension Stiffening Behavior of GFRP-Reinforced Concrete
Author(s): H. Sooriyaarachchi, K. Pilakoutas, and E. Byars
Publication: Special Publication
Appears on pages(s): 975-990
Keywords: bar diameter; bond (concrete to reinforcement); GFRP-RC;reinforcement ratio; strain patterns; tension stiffening
Abstract:This paper presents an experimental study into the structural response ofGlass Fiber Reinforced Polymers Reinforced Concrete (GFRP-RC) tension members. Theinfluence of concrete strength, reinforcement ratio and bar diameter on tensionstiffening is investigated by testing elements in direct tension. Using bars speciallymanufactured with internal strain gauges, typical strain patterns occurring betweencracks during direct tension tests were measured and bond stresses derived, therebyobtaining the information for modeling tension stiffening behavior of GFRP-RC. Anincrease in the tension stiffening behavior with decrease in reinforcement ratio andincrease in concrete strength was observed. No appreciable change in tensionstiffening was recorded with changes in bar diameter at constant reinforcement ratio.This paper also discusses the limitations that may be encountered in modifying currentmodels to represent the tension stiffening effect of GFRP-RC.
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