| Project
Number |
37 |
| Date of Summary |
June 30, 1985 |
| Subject |
Structural Materials for Arctic
Operations |
| Performing Activity |
National Bureau of Standards, Center for Materials Sciences |
| Principal Investigator |
Dr. Harry McHenry |
| Contracting Agency |
Minerals Management Service |
| Estimated Completion |
Complete |
| Description |
The objective was to study the
potentially hazardous effects of Arctic (cold weather) operations on the integrity of
steel weldments for Arctic structures. Fracture toughness of steel weldments are being
investigated to determine requirements for verifying structural integrity. |
| Progress |
Complete. Fracture toughness
tests were completed on five different geometrical crack configurations. Tests were
conducted to determine the effects of different crack depths to specimen width ratios and
to different crack depths to thickness ratios. Temperatures were varied from -120oC
to room temperature. |
| Reports |
AA (88 pages)
 |
Anderson, T. L., McHenry, H. I.,
Fracture Toughness of Steel Weldments for Arctic Structures, Interim Progress Report,
National Bureau of Standards, Boulder, Colorado, December 1982. |
| AB (40 pages)
|
Anderson, T. L., McHenry, H. I.,
Dawes, M.G., Elastic-Plastic Fracture Toughness of Tests with Single-Edge Notched Bend
Specimens, Proceedings of the Symposium on User's Experience with Elastic-Plastic Fracture
Toughness Test Methods, National Bureau of Standards, Boulder, Colorado, 1983. |
| AC (212 pages)
|
Anderson, T. L., The Effect of
Crack-Tip Region Constraints on Fracture in the Ductile-To-Brittle Transition Region,
NBSIR 84- 3001, National Bureau of Standards, Boulder, Colorado, May 1984. |
| AD (68 pages)
|
Zia-Ebrahimi, F.,
Ductile-To-Brittle Transition in Steel Weldments for Arctic Structures, NBSIR 85-3020,
National Bureau of Standards, Boulder, Colorado, April 1985. |
|
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