Effect of section size on transition temperature behavior of structural steels JD. Landes, DE. McCabe
- Format:
-
- Author/Creator:
-
- Contributor:
-
- Language:
- English
- Subjects (All):
-
- Physical Description:
- 1 online resource (15 pages) illustrations, figures, tables
- Place of Publication:
- West Conshohocken, Pa. ASTM International 1984
- Summary:
- The transition temperature behavior of structural steels was evaluated using fracture mechanics specimens and elastic-plastic evaluation techniques. In the transition temperature region, the ductile tear and JR-curve behavior of structural steels was relatively independent of test temperature and specimen geometry effects. Consistent JR-curve development was interrupted by Jc instability events, however, and it is this property that showed high sensitivity to test temperature and constraint variations. The temperature at which the Jc instability toughness rises rapidly was dominated by specimen thickness but within this behavior was a subtle interaction with constraint variations due to ligament length variations
- Notes:
-
- Includes bibliographical references
- Online resource; title from publisher's website, viewed February 19, 2016
- Related Work:
- American Society for Testing and Materials. Selected Technical Papers
The Penn Libraries is committed to describing library materials using current, accurate, and responsible language. If you discover outdated or inaccurate language, please fill out this feedback form to report it and suggest alternative language.