This document describes the main differences between ASTM C and ASTM C when it comes to testing of flextural strength in fiber reinforced concrete. ASTM C determines the slow crack growth parameters of advanced fiber- reinforced concrete by using constant stress-rate flexural testing in which flexural . ASTM C Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete. This test method covers the determination of.

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ASTM C1399/C1399M – 10(2015)

Subscription pricing is determined by: We have no amendments or corrections for this standard. E Deflectometer Deflection Gauge. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. 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.

ASTM C determines the slow crack growth parameters of advanced fiber-reinforced concrete by using constant stress-rate flexural testing in which flexural strength is determined as a function of applied stress rate in a given environment at ambient temperature. 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.

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ASTM C Residual Strength Fiber-Reinforced Concrete Test Equipment

It aetm the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability aastm regulatory limitations prior to use. It allows for comparative analysis among beams containing different fiber types, including materials, dimension and shape, and different fiber contents. This standard does not purport to address all of the safety concerns, if any, associated with its use.

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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. Have a question about conducting the test for this standard?

For tests of atm concrete containing relatively rigid or stiff fibers of length greater than 35 mm [1. Available from a 1 mm 0. Please first log in with a verified email before subscribing to alerts. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. By means of our testing expertise and modular product design, we will help find the testing solution that is right for you.

Combining values from the two systems may satm in non-conformance with the standard. A load rating of 10, lbf will generally be required.

Combining values from the two systems may result in non-conformance with the standard. Historical Version s – view previous versions of standard.

The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.

ASTM C – 01 Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete

This standard is not included in any packages. Link to Active This link will always route to the current Active version of the standard. Proceed to Checkout Continue Shopping. This standard is also available to be included in Standards Subscriptions. Please first verify your email before subscribing to alerts. Standards Subsctiption may be the perfect solution. The universal test machine must be capable of controlling the rate of motion of the loading head and meeting the requirements of Test Method ASTM C The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.

ASTM C1399 Residual Strength Fiber-Reinforced Concrete Test Equipment

Add to Alert PDF. 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.

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The values in parentheses are asttm information only. Results can be used to optimize the proportions of fiber—reinforced concrete mixtures, to determine compliance with construction specifications, to evaluate fiber—reinforced concrete which has been in service, and as a tool for research and development of fiber—reinforced concrete See Note 2.

The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner. 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.

Need more than one copy? The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Give one of our application engineers a call today for help with creating the best budget and testing plan according to ASTM.

If the document is revised or amended, you will be notified by email. Force range of 5 kN to kN 1, lbf tolbf Adjustable test space The most popular choice for static tension and compression tests These dual column testers are available in both tabletop and floor standing models.

Link to Active This link will always route to the current Active version of the standard.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. We are confident that we have what you are looking for. Active view current version of standard. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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