ASTM-C1399 Historical Revision Information
Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete

ASTM-C1399 - 2002 EDITION - SUPERSEDED
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Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete (Withdrawn 2024)
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Scope

1.1 This test method covers the determination of residual strength of a fiber-reinforced concrete test beam. The average residual strength is computed for specified beam deflections beginning after the beam has been cracked in a standard manner. The test provides data needed to obtain that portion of the load-deflection curve beyond which significant cracking damage has occurred and it provides a measure of post-cracking strength, as such strength is affected by the use of fiber-reinforcement.

1.2 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.

1.3 The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only.

Keywords

fiber-reinforced concrete; residual strength; flexure testing; post cracking strength; ICS Number Code 91.100.30 (Concrete and concrete products)

To find similar documents by ASTM Volume:

04.02 (Concrete and Aggregates)

To find similar documents by classification:

91.100.30 (Concrete and concrete products Including admixtures)

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Document Number

ASTM-C1399-02

Revision Level

2002 EDITION

Status

Superseded

Modification Type

Revision

Publication Date

Aug. 10, 2002

Document Type

Test Method

Page Count

5 pages

Committee Number

C09.42