Your shopping cart is empty!
ASTM International, 01/15/2006
Publisher: ASTM
File Format: PDF
$32.00$65.00
Published:15/01/2006
Pages:19
File Size:1 file , 620 KB
Note:This product is unavailable in Russia, Ukraine, Belarus
1.1 This test method employs a side-grooved, crack-line-wedge-loaded specimen to obtain a rapid run-arrest segment of flat-tensile separation with a nearly straight crack front. This test method provides a static analysis determination of the stress intensity factor at a short time after crack arrest. The estimate is denoted K a . When certain size requirements are met, the test result provides an estimate, termed K Ia , of the plane-strain crack-arrest toughness of the material.
1.2 The specimen size requirements, discussed later, provide for in-plane dimensions large enough to allow the specimen to be modeled by linear elastic analysis. For conditions of plane-strain, a minimum specimen thickness is also required. Both requirements depend upon the crack arrest toughness and the yield strength of the material. A range of specimen sizes may therefore be needed, as specified in this test method.
1.3 If the specimen does not exhibit rapid crack propagation and arrest, K a cannot be determined.
1.4 The values stated in SI units are to be regarded as the standards. The values given in parentheses are provided for information only.
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 Specification for "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer and Industrial Pressure Pipe
$32.00 $65.00
Standard Practices for Preparation and Preliminary Testing of Water-Formed Deposits
$30.00 $60.00
Standard Practice for Unmanned Aircraft System (UAS) Visual Range Flight Operations (Withdrawn 2016)
$29.00 $58.00
Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures