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Standard Test Method for Flexural Modulus of Elasticity of Dimension Stone
STANDARD published on 1.4.2009
Designation standards: ASTM C1352/C1352M-09
Note: WITHDRAWN
Publication date standards: 1.4.2009
SKU: NS-10809
The number of pages: 3
Approximate weight : 9 g (0.02 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
dimension stone, flexure, modulus of elasticity, stone, Dimension stone, Flexural testing--building materials, Modulus of elasticity, Quarter-point loading beam, ICS Number Code 91.100.15 (Mineral materials and products)
Significance and Use | ||||||||
This test method is useful for providing engineering values for stress and deflection analysis of stone panels. It is also useful in indicating the differences in flexural modulus of elasticity between various dimension stones and stones of the same type in different loading directions (parallel and perpendicular to rift or bedding planes). |
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1. Scope | ||||||||
1.1 This test method covers the procedure for determining the flexural modulus of elasticity of stone by using a simple beam with quarter-point loading. 1.2 Stone tests may be made with load applied perpendicular to the bedding plane or rift and with load applied parallel to the bedding plane or rift. 1.3 Stone tests may be made for wet and dry specimen conditions. 1.4 The specifier of the test shall determine which conditions shall be used. 1.5 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.6 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. |
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2. Referenced Documents | ||||||||
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