ASTM C1609/C1609M-24
纤维增强混凝土弯曲性能的标准试验方法（使用带有第三点载荷的梁）
Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading)
ASTM C1609/C1609M-24 发布历史
ASTM C1609/C1609M-24由美国国家标准学会 US-ANSI 发布于 。
ASTM C1609/C1609M-24 纤维增强混凝土弯曲性能的标准试验方法（使用带有第三点载荷的梁）的最新版本是哪一版？
最新版本是 ASTM C1609/C1609M-24 。
ASTM C1609/C1609M-24的历代版本如下：
- 1970年 ASTM C1609/C1609M-24 纤维增强混凝土弯曲性能的标准试验方法（使用带有第三点载荷的梁）
- 2019年 ASTM C1609/C1609M-19a 纤维增强混凝土的弯曲性能的标准试验方法（使用三点载荷的梁）
- 2019年 ASTM C1609/C1609M-19 纤维增强混凝土的弯曲性能的标准试验方法（使用三点载荷的梁）
- 2012年 ASTM C1609/C1609M-12 纤维增强混凝土的弯曲性能的标准试验方法(使用三点负荷支梁)
- 2010年 ASTM C1609/C1609M-10 纤维增强混凝土的弯曲性能的标准试验方法(使用三点负荷简支梁)
- 2007年 ASTM C1609/C1609M-07 纤维增强混凝土的弯曲性能的标准试验方法（使用三点载荷的梁）
- 2006年 ASTM C1609/C1609M-06 纤维增强混凝土的弯曲性能的标准试验方法（使用三点载荷的梁）
- 2005年 ASTM C1609/C1609M-05 纤维增强混凝土的弯曲性能的标准试验方法（使用三点载荷的梁）
1.1 This test method evaluates the flexural performance of fiber-reinforced concrete using parameters derived from the load-deflection curve obtained by testing a simply supported beam under third-point loading using a closed-loop, servo-controlled testing system. 1.2 This test method provides for the determination of first-peak and peak loads and the corresponding stresses calculated by inserting them in the formula for modulus of rupture given in Eq 1 . It also requires determination of residual loads at specified deflections, the corresponding residual strengths calculated by inserting them in the formula for modulus of rupture given in Eq 1 (see Note 1 ). It provides for determination of specimen toughness based on the area under the load-deflection curve up to a prescribed deflection (see Note 2 ) and the corresponding equivalent flexural strength ratio. Note 1: Residual strength is not a true stress but an engineering stress computed using simple engineering bending theory for linear elastic materials and gross (uncracked) section properties. Note 2: Specimen toughness expressed in terms of the area under the load-deflection curve is an indication of the energy absorption capability of the particular test specimen, and its magnitude depends directly on the geometry of the test specimen and the loading configuration. 1.3 This test method utilizes two preferred specimen sizes of 100 mm by 100 mm by 350 mm [4 in. by 4 in. by 14 in.] tested on a 300 mm [12 in.] span, or 150 mm by 150 mm by 500 mm [6 in. by 6 in. by 20 in.] tested on a 450 mm [18 in.] span. A specimen size different from the two preferred specimen sizes is permissible. 1.4 Units— The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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