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160219s1979 pau|||||o|||||||||||eng|| |
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|a 10.1520/STP34933S
|2 doi
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|a (IN-ChSCO)ASTMSTP34933S
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|a ASTM
|c SCOPE
|b eng
|e rda
|d PAU
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|a eng
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|a Garwood, SJ.,
|e author
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|a Effect of Specimen Geometry on Crack Growth Resistance /
|c SJ. Garwood
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|a West Conshohocken, Pa. :
|b ASTM International,
|c 1979
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|a 1 online resource (22 pages) :
|b illustrations, figures, tables
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|a text
|2 rdacontent
|b txt
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|a computer
|2 rdamedia
|b c
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|a online resource
|2 rdacarrier
|b cr
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|a text file
|b PDF
|2 rda
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|a Includes bibliographical references
|b 27
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|a Restricted for use by site license.
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|a The crack growth resistance of 20 mm thick (complying with American Petroleum Institute 5LX65 specifications pipeline steel) in the longitudinal orientation has been measured employing the yielding mechanics parameters J and crack opening displacements (COD) on the three-point bend and center-cracked tension specimen configurations
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|a ASTM International
|3 PDF
|c Purchase price
|h USD25
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|a Description based on publisher's website, viewed February 19, 2016
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|a Crack initiation
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|a Crack propagation
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|a Crack resistance
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|a Fatigue (materials)
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|a Fracture mechanics
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|a Fracture strength
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|a Geometry
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|a Instability
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|a Low alloy steels
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|a Materials
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|a Metals
|x Fatigue
|v Congresses
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|a Metals
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|a Toughness
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1 |
4 |
|a Fracture strength
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2 |
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|a Crack initiation
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2 |
4 |
|a Crack propagation
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2 |
4 |
|a Crack resistance
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2 |
4 |
|a Fatigue (materials)
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650 |
2 |
4 |
|a Geometry
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650 |
2 |
4 |
|a Instability
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650 |
2 |
4 |
|a Low alloy steels
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650 |
2 |
4 |
|a Toughness
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710 |
2 |
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|a ASTM International
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710 |
2 |
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|a American Society for Testing and Materials
|t Selected Technical Papers.
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2 |
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|a American Society for Testing and Materials
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740 |
0 |
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|a ASTM digital library
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1 |
0 |
|i 1f264eaf-ca46-4124-b067-c957730d0cc2
|l 9978998287203681
|s US-PU
|m effect_of_specimen_geometry_on_crack_growth_resistance_____________________1979_______astmia________________________________________garwood__sj________________________e
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