ASTM C1399 PDF

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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When sawed beams are employed, and to avoid the effects of aatm orientation, care shall be applied to ensure that the flexural tensile surface of c13399 beam is a sawed surface. Active view current version of standard. Historical Version s – view previous versions of standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

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.

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. Combining values from the two systems may result in non-conformance with the standard. Link to Active This link will always route to the current Active version of the standard.

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. The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in c11399 standard manner.

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Subscription pricing is determined by: It allows for comparative analysis among beams containing different fiber types, including materials, dimension and shape, and qstm fiber contents. You may delete a document from your Alert Profile at any time.

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

Need more than one copy? We offer machines, apparatus, testers, tensile grips, test fixtures, clamps, holders, jigs, faces, jaws, extensometers, environmental and humidity chambers, furnaces, baths and custom solutions for unique applications. As the voice of the U. The test provides data needed to obtain that portion of d1399 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 is not included in any packages. If the document is revised or amended, you will be notified by email. The values in parentheses are for information only.

Already Subscribed to this document. Give one of our application engineers a call today for help with creating the best budget and testing plan according to ASTM. 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. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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.

For tests of fiber-reinforced concrete containing relatively rigid or stiff fibers of length greater than 35 mm [1. 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 result in non-conformance with the standard.

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ASTM C1399 Residual Strength Fiber-Reinforced Concrete Test Equipment

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ASTM C1399/C1399M – 10(2015)

The results by this test method were on average 6. Asym to Checkout Continue Shopping. 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.

Please first verify your email before subscribing to alerts. E Deflectometer Deflection Gauge. 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. Add to Alert PDF. Have a question about conducting the test for this standard?

A load rating of 10, lbf will generally be required. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Please first log in with a verified email before subscribing to alerts. Asmt average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.