2 edition of Variability of fracture toughness in A514/517 plate, final report found in the catalog.
Variability of fracture toughness in A514/517 plate, final report
Carl E. Hartbower
by Dept. of Transportation], Federal Highway Administration, Offices of Research and Development in Washington
Written in English
|Statement||Carl E. Hartbower, and R. D. Sunbury.|
|Series||Report - Federal Highway Administration ; FHWA-RD-78-110|
|Contributions||Sunbury, Roger D., United States. Federal Highway Administration. Office of Research.|
|The Physical Object|
|Pagination||402 p. in various pagings :|
|Number of Pages||402|
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The item Variability of fracture toughness in A/ plate: executive summary, C. Hartbower, and R. Sunbury ; Office of Research and Development, Division of Structures, California Department of Transportation represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Indiana State Library.
: Variability of fracture toughness in A/ plate, final report (Report - Federal Highway Administration): Hartbower, Carl E: Books.
Get this from a library. Variability of fracture toughness in A/ plate, final report. [Carl E Hartbower; Roger D Sunbury; United States. Federal Highway Administration. Office of. Full text of "Variability of fracture toughness in A/ plate, final report" See other formats.
VARIABILITY OF FRACTURE TOUGHNESS IN A/ PLATE, EXECUTIVE SUMMARY. On Ja brittle fracture developed in one of the three tension flanges of a large steel box girder bridge under construction at Bryte Bend, California, as the concrete deck was being placed.
Variability of fracture toughness in A/ plate. Washington: Dept. of Transportation, Federal Highway Administration, Offices of Research and Development ; Springfield, Va.: For sale by the National Technical Information Service, (OCoLC) Material Type: Government publication, National government publication: Document Type: Book.
VARIABILITY OF FRACTURE TOUGHNESS IN A/ PLATE. Fracture toughness of A/ steel (grades F&H) is reported for 76 plates tested during the Bryte Bend Bridge and Tuolumne River Bridge litigation. Data is compiled, plotted and evaluated to show the variations with respect to steel type, grade, heat, slab, position in thickness, rolling.
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