ASTM C393/C393M - 16 - Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure

ASTM C393/C393M - 16

Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure

Status : Current   Published : April 2016

Format
PDF

Format
HARDCOPY



1.1 This test method covers determination of the core shear properties of flat sandwich constructions subjected to flexure in such a manner that the applied moments produce curvature of the sandwich facing planes. Permissible core material forms include those with continuous bonding surfaces (such as balsa wood and foams) as well as those with discontinuous bonding surfaces (such as honeycomb).

1.2 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.

1.2.1 Within the text the inch-pound units are shown in brackets.

1.3  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.




Standard NumberASTM C393/C393M - 16
TitleStandard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure
StatusCurrent
Publication Date01 April 2016
Normative References(Required to achieve compliance to this standard)No other standards are normatively referenced
Informative References(Provided for Information)No other standards are informatively referenced
Descriptors Core Shear Strength, Flexural Stiffness, Flexural Test, Foam Core Panels, Honeycomb Panels, Manufacturing Process, Sandwich Construction, Sandwich Panels, Shear Modulus, Shear Strength, Stiffness
ICS83.120
PublisherASTM
FormatA4
DeliveryYes
Pages8
File Size178 KB
Price£40.00


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