Static Small Component Tests on 2-Inch-Thick Specimens using Weld Overlays
Publication: Journal of Materials in Civil Engineering
Volume 14, Issue 1
Abstract
This paper describes static small component pull and bend tests carried out by the Dynamic Load Weld Task Group on 2-inch-thick specimens using weld overlays. The tests were successful in demonstrating that weld overlays have the capability of accommodating the full static ultimate demands of the parent metal.
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References
Anderson, J., Duan, J., Maranian, P., and Xiao, Y. (2000). “Improvement of welded connections using fracture tough overlays.” Rep. No. SAC/BD-00/20, SAC Joint Venture, Richmond, Calif.
British Standards Institution (BSI). (1997). “Guide on methods for assessing the acceptability of flaws in fusion welded structures.” BS 97/14934 (Draft), London.
Burdekin, F. M., and Suman, A. (1998). “Further thoughts on the relationship between toughness workmanship and design for earthquake resistant structure.” UMIST Rep. No. 11W Docs X-1431-98, Univ. of Manchester, Manchester, U.K.
Simon, W., Anderson, J., Compton, J., Hayes, W., and Maranian, P. (1999). “Repair of existing steel moment frame buildings damaged from earthquake using fracture tough weld overlay.” AISC Engineering Journal, 36(4).
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Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 14 • Issue 1 • February 2002
Pages: 68 - 74
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Sep 11, 2000
Accepted: May 29, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002
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