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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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. This standard is not included in any packages.

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The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner. Link to Active This link will always route to the current Active version of the standard.

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

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 average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards.

You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server. Link to Active This link will always route to the current Active version of the standard.

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ASTM C1399/C1399M – 10(2015)

It allows for comparative analysis among beams containing different fiber types, including materials, dimension and shape, and different fiber contents. The values stated in each system may not cc1399 exact equivalents; therefore, each system shall be f1399 independently of the other. The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. E Deflectometer Deflection Gauge.

Have a question about conducting the test for this standard? Need x1399 than one copy? Available from a 1 mm 0. This standard is also available to be included in Standards Subscriptions. The results by this test method were on average 6. Historical Version s – view previous versions of standard. Combining values from the two systems may result in non-conformance with 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. The values in parentheses are for information only.

You may delete a document from your Alert Profile at any time. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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.

Standards Subsctiption may be the perfect solution. 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.

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For tests of fiber-reinforced concrete containing relatively rigid or stiff fibers of length greater than 35 mm [1. Please first log in with a verified email before subscribing to alerts. Active view current version of standard. Give one of our application engineers a call today for help with creating the best budget and testing plan according to ASTM.

ASTM C Residual Strength Fiber-Reinforced Concrete Test Equipment

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 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. 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. As the voice of the Wstm. A load rating of c3199, lbf will generally be required.

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 This standard does not purport to address all of the safety concerns, if any, associated with its use.

When sawed beams are employed, and to avoid the effects of fiber orientation, care shall be applied to ensure that the flexural tensile surface of the beam is a sawed surface.