Energy Citations Database
Bookmark and Share

Bibliographic Citation

 
Document
For copies of Journal Articles, please contact the Publisher or your local public or university library and refer to the information in the Resource Relation field.
For copies of other documents, please see the Availability, Publisher, Research Organization, Resource Relation and/or Author (affiliation information) fields and/or Document Availability.
Title Structural code benchmarking: impact response resulting from the regulatory nine-meter drop
Creator/Author Glass, R.E. ; Friley, J.R. ; Obata, H. ; Nakae, T. ; Itoh, M. ; Rasmusson, P.
Publication Date1985 Jan 01
OSTI IdentifierOSTI ID: 5892631; Legacy ID: DE85008067
Report Number(s)SAND-84-2042C; CONF-850314-9
DOE Contract NumberAC04-76DP00789
Other Number(s)Other: ON: DE85008067
Resource TypeConference
Specific TypeTechnical Report
Resource RelationConference: Waste management '85, Tucson, AZ, USA, 24 Mar 1985
Research OrgSandia National Labs., Albuquerque, NM (USA); Battelle Pacific Northwest Labs., Richland, WA (USA); Century Research Center Corp., Tokyo (Japan); GA Technologies, Inc., San Diego, CA (USA)
Subject42 ENGINEERING; CASKS; IMPACT TESTS; COMPUTER CODES; BENCHMARKS; COMPUTERIZED SIMULATION; CONTAINERS; MATERIALS TESTING; MECHANICAL TESTS; SIMULATION; TESTING
Description/AbstractSandia National Laboratories' Transportation Technology Center has initiated a program in cooperation with Battelle Pacific Northwest Laboratories (PNL) to benchmark structural codes that are available to the nuclear materials transportation community. The program consists of the following five phases: (1) code inventory and review, (2) development of a cask-like set of problems, (3) multiple independent numerical analyses of the problems, (4) transfer of information, and (5) performance of experiments to obtain data for comparison with the numerical analyses. The benchmark problems were selected to be cask-like and to require simulation of the nine-meter drop condition. Selected problems simulated end and side drop conditions with the more complex corner drop eliminated to reduce the computer costs associated with three-dimensional analysis. The results showed that the codes were in reasonable agreement in simulating gross cask behavior such as impact duration and total deformations. As expected, variability in these parameters increased as the problems progressed from purely elastic behavior to elastic/plastic behavior. In addition, the analyses indicated that the local stresses and strains in high gradient regions are sensitive indicators of code behavior.
Country of PublicationUnited States
LanguageEnglish
FormatMedium: X; Size: Pages: 31
AvailabilityNTIS, PC A03/MF A01.
System Entry Date2008 Feb 07

Top