Fracture Toughness Characterization of High-Performance Steel for Bridge Girder Applications
The use of high-performance steel (HPS) in new bridge construction continues to increase as engineers and owners recognize the potential for cost savings and performance benefits. One intended advantage of HPS is the increase in fracture toughness when compared with conventional bridge steel. However, limited research has characterized HPS fracture toughness, and current material specifications provide no opportunity for owners to benefit from the improved performance resulting from increased fracture toughness. This paper presents the fracture toughness testing and analysis of eight A709 HPS 485W (70W) and 690W (100W) steel plates. The resulting fracture toughness values are used to determine tolerable flaw sizes for a representative girder flange. A comparison is made with tolerable flaw sizes based on toughness estimations from the current fracture critical material toughness specification. The results indicate that HPS is exhibiting toughness far in excess of current specification requirements.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08991561
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Supplemental Notes:
- © 2019 American Society of Civil Engineers.
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Authors:
- Collins, William
- 0000-0002-2835-6389
- Sherman, Ryan
- Leon, Roberto
- Connor, Robert
- Publication Date: 2019-4
Language
- English
Media Info
- Media Type: Web
- Pagination: 04019027
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Serial:
- Journal of Materials in Civil Engineering
- Volume: 31
- Issue Number: 4
- Publisher: American Society of Civil Engineers
- ISSN: 0899-1561
- EISSN: 1943-5533
- Serial URL: http://ascelibrary.org/journal/jmcee7
Subject/Index Terms
- TRT Terms: Fracture properties; Girders; Steel; Steel bridges; Steel plates; Tests
- Uncontrolled Terms: High performance steel
- Subject Areas: Bridges and other structures; Highways; Materials;
Filing Info
- Accession Number: 01700310
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Mar 29 2019 10:20AM