ASTM C1399/C1399M Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete
Данный раздел/документ содержится в продуктах:
- Техэксперт: Машиностроительный комплекс
- Картотека зарубежных и международных стандартов
- ASTM C1812 Standard Practice for Design of Journal Bearing Supports to be Used in Fiber Reinforced Concrete Beam Tests
- ASTM F2414 Standard Practice for Sealing Sewer Manholes Using Chemical Grouting
- 93
- ASTM F2349 Standard Practice for Operation and Maintenance of Integrated Natural Gas Pipelines and Optical Fiber Systems
- 23
- ASTM F2349 Standard Practice for Operation and Maintenance of Integrated Natural Gas Pipelines and Optical Fiber Systems
- 23.040
- ASTM F3092 Standard Terminology Relating to Optical Fiber Sensing Systems
- ASTM F2551 Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes
- ASTM C1140/C1140M Standard Practice for Preparing and Testing Specimens from Shotcrete Test Panels
- Картотека зарубежных и международных стандартов
ASTM International
Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete
N C1399/C1399M
Annotation
This test method covers the determination of residual strength of a fiber–reinforced concrete test beam. The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner. The test provides data needed to obtain that portion of the load–deflection curve beyond which a significant amount of cracking damage has occurred and it provides a measure of post–cracking strength, as such strength is affected by the use of fiber–reinforcement.
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 and health practices and determine the applicability of regulatory limitations prior to use.
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.
*A Summary of Changes section appears at the end of this standard.
Автоматический перевод:
Метод стандартной пробы для получения среднего остаточного сопротивления железобетона волокна



