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Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars
STANDARD published on 1.12.2008
Designation standards: ASTM C348-08
Note: WITHDRAWN
Publication date standards: 1.12.2008
SKU: NS-13052
The number of pages: 6
Approximate weight : 18 g (0.04 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
compressive strength, flexural strength, hydraulic-cement mortar, hydraulic-cement strength, mortar strength, strength, Hydraulic-cement strength, Mortar strength, Strength--cement/concrete mixtures/applications, Cement mortars, Flexural testing, Hydraulic cement concrete, Hydraulic cement mortar, ICS Number Code 91.100.10 (Cement. Gypsum. Lime. Mortar)
Significance and Use | ||||||||||||||||||
This test method provides a means for determining the flexural strength of hydraulic cement mortars. Portions of the mortar prisms tested in flexure according to this test method may be used for the determination of compressive strength in accordance with Test Method C 349. The values are determined from this test method for research or reference purposes only and are not used for determining compliance with specification requirements. |
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1. Scope | ||||||||||||||||||
1.1 This test method covers the determination of the flexural strength of hydraulic-cement mortars. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 Values in SI units shall be obtained by measurement in SI units or by appropriate conversion, using the Rules for Conversion and rounding given in Standard IEEE/ASTM SI 10, of measurements made in other units. 1.4 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure. ) |
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2. Referenced Documents | ||||||||||||||||||
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