1 |
ACI Committee 440, "Guide for the Design and Construction of Concrete Reinforced with FRP Bar (ACI 440.1R-15)", p. 83, American Concrete Institute, Farmington Hills, Michigan, 2015.
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2 |
Canadian Standards Association, "Canadian Highway Bridge Design Code(CAN/CSA-S6-06)", p. 28, Fiber Reinforced Structures, Section 16, 2006.
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3 |
Japan Society of Civil Engineers, "Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials", p. 325, Concrete Engineering Series No. 23, 1997b.
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4 |
ACI Committee 318-99, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99)", p. 391, American Concrete Institute, Farmington Hills, Michigan 48333-9094, 1999.
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5 |
P. Gergely and L. A. Lutz, "Maximum Crack Width in Reinforced Concrete Flexural Members", Causes, Mechanism and Control of Cracking In Concrete, SP-20, American Concrete Institute, pp. 87-117, 1968.
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6 |
R. J. Frosch, "Another Look at Cracking and Crack Control in Reinforced Concrete", ACI Structural Journal, V. 96, No. 3, pp. 437-442, 1999.
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7 |
ACI Committee 440, "Guide for the Design and Construction of Concrete Reinforced with FRP Bar (ACI 440.1R-06)", p. 44, American Concrete Institute, Farmington Hills, Michigan, 2006.
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8 |
R. I. Gilbert, "Tension Stiffening in Lightly Reinforced Concrete Slabs", Journal of Structural Engineering, V. 133, No. 6, pp. 899-903, 2007. DOI: https://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:6(899)
DOI
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9 |
S. P. Gross, J. R. Yost and D. J. Stefanski, "Effect of Sustained Loads on Flexural Crack Width in Concrete Beams Reinforced with Internal FRP Reinforcement", SP-264-2, American Concrete Institute, Farmington Hills, Michigan, pp. 13-31, 2009.
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10 |
R. H. Scott and A. W. Beeby, "Log-Term Tension Stiffening Effects in Concrete", ACI Structural Journal, V. 102, No. 1, pp. 31-39, 2005.
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