Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement
1.1 This specification covers glass fiber reinforced polymer (GFRP) bars, provided in cut lengths and bent shapes and having an external surface enhancement for concrete reinforcement. Bars covered by this specification shall meet the requirements for geometric, material, mechanical, and physical properties described herein.
1.2 Bars produced according to this standard are qualified using the test methods and must meet the requirements given by Table 1. Quality control and certification of production lots of bars are completed using the test methods and must meet the requirements given in Table 2.
TABLE 1 Property Limits and Test Methods for QualificationA
Property | Limit | Test Method |
Mean Glass Transition Temperature | Midpoint temperature ≥100 °C [212 °F] | ASTM E1356 |
Mean Degree of Cure | ≥95 % | ASTM E2160 |
Mean Measured Cross-Sectional Area | Table 3 | ASTM D7205/D7205M, subsection 11.2.5.1 |
GuaranteedB Ultimate Tensile Force | Table 3 | ASTM D7205/D7205M |
Mean Tensile Modulus of Elasticity | ≥44,800 MPa [6 500 000 psi] | ASTM D7205/D7205M |
Mean Ultimate Tensile Strain | ≥1.1 % | ASTM D7205/D7205M |
GuaranteedB Transverse Shear Strength | ≥131 MPa [19 000 psi] | ASTM D7617/D7617M |
GuaranteedB Bond Strength | ≥7.6 MPa [1100 psi] | ASTM D7913/D7913M |
Mean Moisture Absorption to Saturation | ≤1.0 % to saturation at 50 °C [122 °F] | ASTM D570, subsection 7.4 |
Mean Alkaline Resistance | ≥80 % of initial mean ultimate tensile force following 90 days at 60 °C [140 °F] | ASTM D7705/D7705M, Procedure A |
GuaranteedB Ultimate Tensile Force of Bent Portion of Bar | ≥60 % of the values in Table 3 | ASTM D7914/D7914M |
TABLE 2 Property Limits and Test Methods for Quality Control and CertificationA,B
Property | Limit | Test Method |
Fiber Mass Content | ≥70 % | ASTM D2584 or ASTM D3171 |
Glass Transition Temperature | Midpoint temperature ≥100 °C [212 °F] | ASTM E1356 |
Degree of Cure | ≥95 % | ASTM E2160 |
Measured Cross-Sectional Area | Table 3 | ASTM D7205/D7205M, subsection 11.2.5.1 |
Ultimate Tensile Force | Table 3 | ASTM D7205/D7205M |
Tensile Modulus of Elasticity | ≥44 800 MPa [6 500 000 psi] | ASTM D7205/D7205M |
Ultimate Tensile Strain | ≥1.1 % | ASTM D7205/D7205M |
Moisture Absorption in 24 h | ≤0.25 % in 24 h at 50 °C [122 °F] | ASTM D570, subsection 7.4 |
TABLE 3 Geometric and Mechanical Property Requirements
Bar | Nominal Dimensions | Measured Cross-Sectional Area Limits | Minimum | ||
Diameter | Cross-Sectional Area | Minimum | Maximum | ||
M6 [2] | 6.3 [0.250] | 32 [0.049] | 30 [0.046] | 55 [0.085] | 27 [6.1] |
M10 [3] | 9.5 [0.375] | 71 [0.11] | 67 [0.104] | 104 [0.161] | 59 [13.2] |
M13 [4] | 12.7 [0.500] | 129 [0.20] | 119 [0.185] | 169 [0.263] | 96 [21.6] |
M16 [5] | 15.9 [0.625] | 199 [0.31] | 186 [0.288] | 251 [0.388] | 130 [29.1] |
M19 [6] | Status : Historical Standard Type: Main Document No: ASTM D7957/D7957M : 17 Document Year: 2017 Pages: 5
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