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).
Zhang, J., and Dong, P. (1998). “Residual stresses in welded moment frames and implications on structural performance.” Proc., Welded Construction in Seismic Areas, American Welding Society, Miami, 57–75.
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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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