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.

Author: Maunos Zujar
Country: Indonesia
Language: English (Spanish)
Genre: Travel
Published (Last): 22 April 2007
Pages: 431
PDF File Size: 17.96 Mb
ePub File Size: 14.44 Mb
ISBN: 197-3-71046-566-5
Downloads: 17260
Price: Free* [*Free Regsitration Required]
Uploader: Taulmaran

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. ASTM C determines the slow crack growth c3199 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. Link to Active This link will always route to the current Active version of the standard. As the voice of the U.

You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server. For tests of fiber-reinforced concrete containing relatively rigid or stiff fibers of c3199 greater than 35 mm [1. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards.

We have no amendments or corrections for this standard. Give one of our application engineers a call today for help with creating the best budget and testing plan according to ASTM.

ASTM C1399 Residual Strength Fiber-Reinforced Concrete Test Equipment

Link to Active This link will always route to the current Active version of the standard. Your Alert Profile lists the documents that will be monitored. The test provides data needed to obtain asstm portion of the load — deflection c139 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.

  ANVIZ OA1000 PDF

It allows for comparative analysis among beams containing different fiber types, including materials, dimension and shape, and different fiber contents.

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 x1399 safety and health practices and determine the applicability of regulatory limitations prior to use. Please first log in with a verified email before subscribing to alerts. Available from a 1 mm 0. By means of our testing expertise and modular product design, we will help find the testing solution that is right for you.

Active view current version c139 standard.

Fig. 4: ASTM C Second Loading Curves for FRC with % of Fiber A

Standards Subsctiption may be the perfect asrm. 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. The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.

Proceed to Checkout Continue Shopping.

If the document is revised or amended, you will be notified by email. Need more than one copy? Historical Qstm s – view previous versions of 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 asm strength, as such strength is affected by the use of fiber-reinforcement.

Have a question about conducting the test for this standard? The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

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

ASTM C1399/C1399M – 10(2015)

It is the responsibility of the user c13999 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.

  CANON IPF720 PDF

We are confident that we have what you are looking for. Combining values from the two systems may result in non-conformance with the standard. This standard is also available to be included in Standards Subscriptions. Please first verify your email before subscribing to alerts.

Already Subscribed to this document. 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 values in parentheses are for 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.

Subscription pricing is determined by: The results by this test method were on average 6. You may delete a document from your Alert Profile at any time.

Add to Alert PDF. 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. This standard is not included in any packages. The average residual strength is computed using specified beam deflections that are obtained from a beam that has been cracked in a standard manner.

E Deflectometer Astn 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.