Weld Acceptance Criteria for Seismically Loaded Steel Structures
This article has a reply.
VIEW THE REPLYPublication: Journal of Materials in Civil Engineering
Volume 14, Issue 1
Abstract
Fracture mechanics can be used to determine allowable flaw sizes for welds in steel structures. Models are developed, both for pull-plate tests and for building connections. Building connections are more severe because of stress concentration in the center of the weld length and column bending. Ultrasonic acceptance criteria are described, based on size of flaw, for surface and embedded flaws.
Get full access to this article
View all available purchase options and get full access to this article.
Refrences
American Welding Society (AWS). (2000). “Structural welding code—steel.” AWS D1.1, Miami.
Architectural Institute of Japan (AIJ). (1996). Standard for the ultrasonic inspection of weld defects in steel structures, 3rd Ed., Tokyo (in Japanese).
Deierlein, G. G., and Chi, W.-M. (1999). “Integrative analytical investigations on the fracture behavior of welded moment resisting connections.” Rep. SAC/BD-99/15, SAC Joint Venture, Richmond, Calif.
El-Tawil, S., Mikesell, T., Vidarsson, E., and Kunnath, S. (1998). “Strength and ductility of FR welded-bolted connections.” Rep. SAC/BD-98/01, SAC Joint Venture, Richmond, Calif.
Fu, B., Haswell, J. V., and Bettess, P.(1993). “Weld magnification factors for semi-elliptical surface cracks in fillet welded T-butt joints.” Int. J. Fract., 63(2), 155–171.
Kaufman, E. J., and Fisher, J. W. (1995). “A study of the effects of material and welding factors on moment frame weld joint performance using a small-scale tension specimen.” SAC Tech. Rep. 95-08, Paper 2, SAC Joint Venture, Richmond, Calif.
Mohr, W. C. (1999). “Weld acceptance criteria for seismically-loaded welded connections.” SAC Background Document SAC/BD-99/24, SAC Joint Venture, Richmond, Calif.
Murakami, Y., ed. (1987). Stress intensity factors handbook, Pergamon, Tarrytown, N.Y.
Ogle, M. (1990). “Production weld quality standards for steel buildings.” Proc., Welded Structures ’90, Abington Press, Cambridge, U.K., 262–272.
SAC Joint Venture. (1995). “Steel moment frame advisory number 3.” Rep. 95-01, Richmond, Calif.
Standards New Zealand. (1997). “Steel structures standard.” NZS 3404: Part 1: 1997, Wellington, New Zealand.
Standards Australia. (1995). “Structural steel welding. Part 1: Welding of steel structures.” AS/NZS 1554.1, North Sydney, Australia.
Sprung, I., and Zilberstein, V. A.(1996). “Analysis of a backing-bar notch effect.” Eng. Fract. Mech., 24(1), 145–152.
Thurlbeck, S. (1991). “A fracture mechanics based methodology for the assessment of weld toe cracks in tubular offshore joints.” PhD thesis, Institute of Science and Technology, Univ. of Manchester, Manchester, U.K.
Wallin, K. (1994). “New improved methodology for selecting Charpy toughness criteria for thin high strength steels.” IIW Document X-1290-94, International Institute of Welding, Cambridge, U.K.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Sep 11, 2000
Accepted: Aug 29, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.