Fully Coupled FE Analyses of Buried Structures
Current procedures for determining the response of buried structures to the effects of the detonation of buried high explosives recommend decoupling the free-field stress analysis from the structure response analysis. A fully coupled (explosive–soil structure) finite element analysis procedure was d...
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
1994-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.3233/SAV-1994-1505 |
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| _version_ | 1832566670163443712 |
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| author | James T. Baylot |
| author_facet | James T. Baylot |
| author_sort | James T. Baylot |
| collection | DOAJ |
| description | Current procedures for determining the response of buried structures to the effects of the detonation of buried high explosives recommend decoupling the free-field stress analysis from the structure response analysis. A fully coupled (explosive–soil structure) finite element analysis procedure was developed so that the accuracies of current decoupling procedures could be evaluated. Comparisons of the results of analyses performed using this procedure with scale-model experiments indicate that this finite element procedure can be used to effectively evaluate the accuracies of the methods currently being used to decouple the free-field stress analysis from the structure response analysis. |
| format | Article |
| id | doaj-art-4198954cb5bb4b47aad92e589e458dae |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 1994-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-4198954cb5bb4b47aad92e589e458dae2025-02-03T01:03:24ZengWileyShock and Vibration1070-96221875-92031994-01-011545146010.3233/SAV-1994-1505Fully Coupled FE Analyses of Buried StructuresJames T. Baylot0Waterways Experiment Station, Vicksburg, MS 39180-6199, USACurrent procedures for determining the response of buried structures to the effects of the detonation of buried high explosives recommend decoupling the free-field stress analysis from the structure response analysis. A fully coupled (explosive–soil structure) finite element analysis procedure was developed so that the accuracies of current decoupling procedures could be evaluated. Comparisons of the results of analyses performed using this procedure with scale-model experiments indicate that this finite element procedure can be used to effectively evaluate the accuracies of the methods currently being used to decouple the free-field stress analysis from the structure response analysis.http://dx.doi.org/10.3233/SAV-1994-1505 |
| spellingShingle | James T. Baylot Fully Coupled FE Analyses of Buried Structures Shock and Vibration |
| title | Fully Coupled FE Analyses of Buried Structures |
| title_full | Fully Coupled FE Analyses of Buried Structures |
| title_fullStr | Fully Coupled FE Analyses of Buried Structures |
| title_full_unstemmed | Fully Coupled FE Analyses of Buried Structures |
| title_short | Fully Coupled FE Analyses of Buried Structures |
| title_sort | fully coupled fe analyses of buried structures |
| url | http://dx.doi.org/10.3233/SAV-1994-1505 |
| work_keys_str_mv | AT jamestbaylot fullycoupledfeanalysesofburiedstructures |