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091215e19951231dcu st f1|||||eng|d |
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|a (TOE)ost226083
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|a (TOE)226083
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|a TOE
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|a GDWR
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|2 edbsc
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|a E 1.99:CONF-960482--6
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|a E 1.99:WSRC-MS--95-0527
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|a E 1.99:CONF-960482--6
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|a WSRC-MS--95-0527
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|a CONF-960482--6
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|a DE96009642
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| 245 |
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|a Simulation and analysis of the plutonium shipping container subject to 30-foot drops
|h [electronic resource]
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| 260 |
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|a Washington, D.C. :
|b United States. Dept. of Energy ;
|a Oak Ridge, Tenn. :
|b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,
|c 1995.
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| 300 |
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|a 16 p.
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| 336 |
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|a text
|b txt
|2 rdacontent.
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| 337 |
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|a computer
|b c
|2 rdamedia.
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| 338 |
|
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|a online resource
|b cr
|2 rdacarrier.
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| 500 |
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|a Published through the Information Bridge: DOE Scientific and Technical Information.
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| 500 |
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|a 12/31/1995.
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| 500 |
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|a "WSRC-MS--95-0527"
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| 500 |
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|a "CONF-960482--6"
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| 500 |
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|a "DE96009642"
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| 500 |
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|a Society of Computer Simulation (SCS) multiconference: high performance computing, New Orleans, LA (United States), 8-11 Apr 1996.
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| 500 |
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|a Gupta, N.K.; Gong, C.; Gromada, R.J.
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| 520 |
3 |
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|a The shipping container 5320 is a shipping package for radioactive materials. In order to maintain the component in this packaging within the sub-critical state when subjected to any kind of Hypothetical Accident conditions (HAC), this Type B packaging is designed with various impact limiters. The present study is to examine the energy absorbing capacity of the impact limiter design of this container subjected to a 30-foot drop onto a flat unyielding horizontal surface in each of the three critical dropping orientations. This paper presents the results of a three dimensional nonlinear dynamic impact analysis. This analysis shows the deformed configuration of the container caused by the impact and also determines the effects of different stress wave paths in three distinct drops on the stress states in the critical component. The solution to the problem was obtained using the ABAQUS (explicit) finite element computer code. The nonlinearity of this analysis involves large structural deformation, elasto-plastic materials with strain hardening as well as multiple contact interfaces. Three drop orientations were studied, namely, top down impact, bottom down impact and side impact. Results will be compared against actual drop test data.
|
| 536 |
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|b AC09-89SR18035.
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| 650 |
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7 |
|a Plutonium.
|2 local.
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| 650 |
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7 |
|a Transport.
|2 local.
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| 650 |
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7 |
|a Casks.
|2 local.
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| 650 |
|
7 |
|a Impact Tests.
|2 local.
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| 650 |
|
7 |
|a Computerized Simulation.
|2 local.
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| 650 |
|
7 |
|a Design.
|2 local.
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| 650 |
|
7 |
|a Safety Engineering.
|2 local.
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| 650 |
|
7 |
|a Containment Systems.
|2 local.
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| 650 |
|
7 |
|a Nonlinear Problems.
|2 local.
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| 650 |
|
7 |
|a Mitigation.
|2 local.
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| 650 |
|
7 |
|a Theoretical Data.
|2 local.
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| 650 |
|
7 |
|a Numerical Solution.
|2 local.
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| 650 |
|
7 |
|a Nuclear Fuels ;42 Engineering Not Included In Other Categories.
|2 edbsc.
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| 710 |
2 |
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|a Westinghouse Savannah River Company.
|4 res.
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| 710 |
2 |
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|a United States.
|b Department of Energy.
|4 spn.
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| 710 |
2 |
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|a United States.
|b Department of Energy.
|b Savannah River Site.
|4 res.
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| 710 |
2 |
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|a United States.
|b Department of Energy.
|b Office of Scientific and Technical Information.
|4 dst.
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| 856 |
4 |
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|u http://www.osti.gov/servlets/purl/226083-kj4Woc/webviewable/
|z Online Access
|
| 907 |
|
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|a .b56677431
|b 03-06-23
|c 12-21-09
|
| 998 |
|
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|a web
|b 12-21-09
|c f
|d m
|e p
|f eng
|g dcu
|h 0
|i 1
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| 956 |
|
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|a Information bridge
|
| 999 |
f |
f |
|i 35a1f62e-55d4-531e-b4c3-ded2aa43a31f
|s 06471088-7c30-5336-89f9-40e4ed4affcc
|
| 952 |
f |
f |
|p Can circulate
|a University of Colorado Boulder
|b Online
|c Online
|d Online
|e E 1.99:CONF-960482--6
|h Superintendent of Documents classification
|i web
|n 1
|
