Experimental and computational analysis of plates under air blast loading
- Autores
- Jacinto, Abel Carlos; Ambrosini, Ricardo Daniel; Danesi, Rodolfo Francisco
- Año de publicación
- 2001
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- The main objective of this paper is the comparison between testing and numerical responses of metallic plates subjected to explosive loads, in order to obtain guides to the numerical modeling and analysis of this phenomenon. Moreover, the secondary objective was to provide data that could be used for checking the accuracy of a variety of calculation methods. A set of four tests at natural scale is presented on two nonstiffened metallic steel plates with different boundary conditions (one clamped in the soil and another clamped in the four edges), subjected to the action of pressure waves originated by the detonation of explosive loads. The time history of the acceleration in different points of both plates and the pressure waves in selected points, are recorded. On the other hand, a linear dynamic analysis of the plate models with the code ABAQUS was carried out. The influence of the number of natural modes that are considered for the analysis and the refinement of the mesh are analyzed. Moreover, a nonl inear geometric analysis was carried out in order to verify this possible behavior in the first plate. Suggestions to computational modeling of structures under impulsive loads arise from the comparison of numerical and experimental results. © 2001 Elsevier Science Ltd. All rights reserved.
Fil: Jacinto, Abel Carlos. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina
Fil: Ambrosini, Ricardo Daniel. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina
Fil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina - Materia
-
Air Blast Waves
Dynamic Response
Experimental Analysis
Unstiffened Plates - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/79114
Ver los metadatos del registro completo
id |
CONICETDig_9d8f37d8d13e41c92565a9f0a89b23ba |
---|---|
oai_identifier_str |
oai:ri.conicet.gov.ar:11336/79114 |
network_acronym_str |
CONICETDig |
repository_id_str |
3498 |
network_name_str |
CONICET Digital (CONICET) |
spelling |
Experimental and computational analysis of plates under air blast loadingJacinto, Abel CarlosAmbrosini, Ricardo DanielDanesi, Rodolfo FranciscoAir Blast WavesDynamic ResponseExperimental AnalysisUnstiffened Plateshttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The main objective of this paper is the comparison between testing and numerical responses of metallic plates subjected to explosive loads, in order to obtain guides to the numerical modeling and analysis of this phenomenon. Moreover, the secondary objective was to provide data that could be used for checking the accuracy of a variety of calculation methods. A set of four tests at natural scale is presented on two nonstiffened metallic steel plates with different boundary conditions (one clamped in the soil and another clamped in the four edges), subjected to the action of pressure waves originated by the detonation of explosive loads. The time history of the acceleration in different points of both plates and the pressure waves in selected points, are recorded. On the other hand, a linear dynamic analysis of the plate models with the code ABAQUS was carried out. The influence of the number of natural modes that are considered for the analysis and the refinement of the mesh are analyzed. Moreover, a nonl inear geometric analysis was carried out in order to verify this possible behavior in the first plate. Suggestions to computational modeling of structures under impulsive loads arise from the comparison of numerical and experimental results. © 2001 Elsevier Science Ltd. All rights reserved.Fil: Jacinto, Abel Carlos. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; ArgentinaFil: Ambrosini, Ricardo Daniel. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; ArgentinaFil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; ArgentinaPergamon-Elsevier Science Ltd2001-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/79114Jacinto, Abel Carlos; Ambrosini, Ricardo Daniel; Danesi, Rodolfo Francisco; Experimental and computational analysis of plates under air blast loading; Pergamon-Elsevier Science Ltd; International Journal Of Impact Engineering; 25; 10; 11-2001; 927-9470734-743XCONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/S0734-743X(01)00031-8info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0734743X01000318info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:47:23Zoai:ri.conicet.gov.ar:11336/79114instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 10:47:23.725CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Experimental and computational analysis of plates under air blast loading |
title |
Experimental and computational analysis of plates under air blast loading |
spellingShingle |
Experimental and computational analysis of plates under air blast loading Jacinto, Abel Carlos Air Blast Waves Dynamic Response Experimental Analysis Unstiffened Plates |
title_short |
Experimental and computational analysis of plates under air blast loading |
title_full |
Experimental and computational analysis of plates under air blast loading |
title_fullStr |
Experimental and computational analysis of plates under air blast loading |
title_full_unstemmed |
Experimental and computational analysis of plates under air blast loading |
title_sort |
Experimental and computational analysis of plates under air blast loading |
dc.creator.none.fl_str_mv |
Jacinto, Abel Carlos Ambrosini, Ricardo Daniel Danesi, Rodolfo Francisco |
author |
Jacinto, Abel Carlos |
author_facet |
Jacinto, Abel Carlos Ambrosini, Ricardo Daniel Danesi, Rodolfo Francisco |
author_role |
author |
author2 |
Ambrosini, Ricardo Daniel Danesi, Rodolfo Francisco |
author2_role |
author author |
dc.subject.none.fl_str_mv |
Air Blast Waves Dynamic Response Experimental Analysis Unstiffened Plates |
topic |
Air Blast Waves Dynamic Response Experimental Analysis Unstiffened Plates |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
The main objective of this paper is the comparison between testing and numerical responses of metallic plates subjected to explosive loads, in order to obtain guides to the numerical modeling and analysis of this phenomenon. Moreover, the secondary objective was to provide data that could be used for checking the accuracy of a variety of calculation methods. A set of four tests at natural scale is presented on two nonstiffened metallic steel plates with different boundary conditions (one clamped in the soil and another clamped in the four edges), subjected to the action of pressure waves originated by the detonation of explosive loads. The time history of the acceleration in different points of both plates and the pressure waves in selected points, are recorded. On the other hand, a linear dynamic analysis of the plate models with the code ABAQUS was carried out. The influence of the number of natural modes that are considered for the analysis and the refinement of the mesh are analyzed. Moreover, a nonl inear geometric analysis was carried out in order to verify this possible behavior in the first plate. Suggestions to computational modeling of structures under impulsive loads arise from the comparison of numerical and experimental results. © 2001 Elsevier Science Ltd. All rights reserved. Fil: Jacinto, Abel Carlos. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina Fil: Ambrosini, Ricardo Daniel. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina Fil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad Nacional de Tucumán; Argentina |
description |
The main objective of this paper is the comparison between testing and numerical responses of metallic plates subjected to explosive loads, in order to obtain guides to the numerical modeling and analysis of this phenomenon. Moreover, the secondary objective was to provide data that could be used for checking the accuracy of a variety of calculation methods. A set of four tests at natural scale is presented on two nonstiffened metallic steel plates with different boundary conditions (one clamped in the soil and another clamped in the four edges), subjected to the action of pressure waves originated by the detonation of explosive loads. The time history of the acceleration in different points of both plates and the pressure waves in selected points, are recorded. On the other hand, a linear dynamic analysis of the plate models with the code ABAQUS was carried out. The influence of the number of natural modes that are considered for the analysis and the refinement of the mesh are analyzed. Moreover, a nonl inear geometric analysis was carried out in order to verify this possible behavior in the first plate. Suggestions to computational modeling of structures under impulsive loads arise from the comparison of numerical and experimental results. © 2001 Elsevier Science Ltd. All rights reserved. |
publishDate |
2001 |
dc.date.none.fl_str_mv |
2001-11 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/79114 Jacinto, Abel Carlos; Ambrosini, Ricardo Daniel; Danesi, Rodolfo Francisco; Experimental and computational analysis of plates under air blast loading; Pergamon-Elsevier Science Ltd; International Journal Of Impact Engineering; 25; 10; 11-2001; 927-947 0734-743X CONICET Digital CONICET |
url |
http://hdl.handle.net/11336/79114 |
identifier_str_mv |
Jacinto, Abel Carlos; Ambrosini, Ricardo Daniel; Danesi, Rodolfo Francisco; Experimental and computational analysis of plates under air blast loading; Pergamon-Elsevier Science Ltd; International Journal Of Impact Engineering; 25; 10; 11-2001; 927-947 0734-743X CONICET Digital CONICET |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/doi/10.1016/S0734-743X(01)00031-8 info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0734743X01000318 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
publisher.none.fl_str_mv |
Pergamon-Elsevier Science Ltd |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
_version_ |
1844614517836742656 |
score |
13.070432 |