Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems
Classified
- Autores:
-
Bautista Villamil, Alirio Andrés
- Tipo de recurso:
- Doctoral thesis
- Fecha de publicación:
- 2024
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/74910
- Acceso en línea:
- https://hdl.handle.net/1992/74910
- Palabra clave:
- Transparent armor systems
Quasi-static punch shear test
Ballistic impact
Ingeniería
- Rights
- embargoedAccess
- License
- Attribution-NonCommercial-NoDerivatives 4.0 International
| id |
UNIANDES2_bf02768a46196aae6240ded73b05ff48 |
|---|---|
| oai_identifier_str |
oai:repositorio.uniandes.edu.co:1992/74910 |
| network_acronym_str |
UNIANDES2 |
| network_name_str |
Séneca: repositorio Uniandes |
| repository_id_str |
|
| dc.title.eng.fl_str_mv |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| title |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| spellingShingle |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems Transparent armor systems Quasi-static punch shear test Ballistic impact Ingeniería |
| title_short |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| title_full |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| title_fullStr |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| title_full_unstemmed |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| title_sort |
Quasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systems |
| dc.creator.fl_str_mv |
Bautista Villamil, Alirio Andrés |
| dc.contributor.advisor.none.fl_str_mv |
Casas Rodríguez, Juan Pablo Marañón León, Edgar Alejandro |
| dc.contributor.author.none.fl_str_mv |
Bautista Villamil, Alirio Andrés |
| dc.contributor.jury.none.fl_str_mv |
Ramírez Rodríguez, Fernando Hernández Acevedo, Camilo Benítez, Tobías |
| dc.contributor.researchgroup.none.fl_str_mv |
Facultad de Ingeniería::Grupo de Integridad Estructural GIE |
| dc.subject.keyword.eng.fl_str_mv |
Transparent armor systems Quasi-static punch shear test Ballistic impact |
| topic |
Transparent armor systems Quasi-static punch shear test Ballistic impact Ingeniería |
| dc.subject.themes.spa.fl_str_mv |
Ingeniería |
| description |
Classified |
| publishDate |
2024 |
| dc.date.accessioned.none.fl_str_mv |
2024-08-02T16:02:56Z |
| dc.date.issued.none.fl_str_mv |
2024-06-28 |
| dc.date.accepted.none.fl_str_mv |
2024-08-02 |
| dc.date.available.none.fl_str_mv |
2027-07-30 |
| dc.type.none.fl_str_mv |
Trabajo de grado - Doctorado |
| dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/doctoralThesis |
| dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
| dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_db06 |
| dc.type.content.none.fl_str_mv |
Text |
| dc.type.redcol.none.fl_str_mv |
https://purl.org/redcol/resource_type/TD |
| format |
http://purl.org/coar/resource_type/c_db06 |
| status_str |
acceptedVersion |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/1992/74910 |
| dc.identifier.doi.none.fl_str_mv |
10.57784/1992/74910 |
| dc.identifier.instname.none.fl_str_mv |
instname:Universidad de los Andes |
| dc.identifier.reponame.none.fl_str_mv |
reponame:Repositorio Institucional Séneca |
| dc.identifier.repourl.none.fl_str_mv |
repourl:https://repositorio.uniandes.edu.co/ |
| url |
https://hdl.handle.net/1992/74910 |
| identifier_str_mv |
10.57784/1992/74910 instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.rights.en.fl_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 International |
| dc.rights.uri.none.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
| dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/embargoedAccess |
| dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_f1cf |
| rights_invalid_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ http://purl.org/coar/access_right/c_f1cf |
| eu_rights_str_mv |
embargoedAccess |
| dc.format.extent.none.fl_str_mv |
180 páginas |
| dc.format.mimetype.none.fl_str_mv |
application/pdf |
| dc.publisher.none.fl_str_mv |
Universidad de los Andes |
| dc.publisher.program.none.fl_str_mv |
Doctorado en Ingeniería |
| dc.publisher.faculty.none.fl_str_mv |
Facultad de Ingeniería |
| publisher.none.fl_str_mv |
Universidad de los Andes |
| institution |
Universidad de los Andes |
| bitstream.url.fl_str_mv |
https://repositorio.uniandes.edu.co/bitstreams/f229e302-5c04-483d-8cdc-bac4df5459eb/download https://repositorio.uniandes.edu.co/bitstreams/46527bff-b14a-49a4-8e56-d5c43d37ecbc/download https://repositorio.uniandes.edu.co/bitstreams/17f0dae5-b8ac-4dd0-aba7-f183164103d7/download https://repositorio.uniandes.edu.co/bitstreams/7f9ee973-8294-45f0-ac40-c62b662fbd78/download https://repositorio.uniandes.edu.co/bitstreams/694c9469-c60f-4347-ae99-396a05e34644/download https://repositorio.uniandes.edu.co/bitstreams/ae5045b9-a669-49ad-a09b-23edffb30c18/download https://repositorio.uniandes.edu.co/bitstreams/ff1184a0-f8df-4aee-b959-18d725e2f104/download https://repositorio.uniandes.edu.co/bitstreams/e9d3139d-93d2-43ae-8ad8-f81154638ef3/download |
| bitstream.checksum.fl_str_mv |
4460e5956bc1d1639be9ae6146a50347 ae9e573a68e7f92501b6913cc846c39f 94ac2c0b56efe29255b6ffe3e183588e e02f611b67fde4dd808ae67963fc037c b2db3e78c891fdd36f0427aa3dd55bbf ca93c464a0fd1eeff8db82d5df599090 bc813d40c603779fe7d4beda9d95f04b 07546a3b9125e9492c98d50eaea80647 |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
| repository.name.fl_str_mv |
Repositorio institucional Séneca |
| repository.mail.fl_str_mv |
adminrepositorio@uniandes.edu.co |
| _version_ |
1812133984375668736 |
| spelling |
Casas Rodríguez, Juan Pablovirtual::19617-1Marañón León, Edgar Alejandrovirtual::19623-1Bautista Villamil, Alirio AndrésRamírez Rodríguez, FernandoHernández Acevedo, CamiloBenítez, TobíasFacultad de Ingeniería::Grupo de Integridad Estructural GIE2024-08-02T16:02:56Z2027-07-302024-06-282024-08-02https://hdl.handle.net/1992/7491010.57784/1992/74910instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/ClassifiedTransparent armor systems are multi-layered transparent composites designed to provide ballistic protection against different types of ammunition, following the ballistic level classification specified by certain ballistic standards. These structures must withstand multiple impacts in a specific pattern to ensure ballistic reliability and minimize the probability of failure during a ballistic event. Additionally, the market demands lightweight and thin transparent armor that remains cost-effective. Achieving this goal without predictive tools requires an Edisonian approach to design due to the complex variables that affect the resistance to multiple high-velocity impacts. Predicting the protection probability of transparent armor compositions becomes challenging when glassy materials are involved, as they exhibit stochastic behavior. One of the primary energy absorption mechanisms in such materials is crack formation and propagation, leading to decreased strength due to damage accumulation in subsequent impact zones. Consequently, multiple ballistic tests are necessary to find an appropriate solution, making the development process costly. A relatively simple and low-cost experimental technique, the quasi-static punch-shear test (QS-PST), has been used to understand the energy absorption mechanisms when composite materials are subjected to high-velocity impacts. Based on this test, prediction models for the dynamic behavior of these structures have been developed, mostly in fiber-reinforced polymers subjected to a single impact. Considering this background, the aim of this research is to develop and implement the multi-QS-PST on transparent armor. The primary objective is to investigate the correlation between QS-PST and the multi-hit ballistic response of NIJ 0108.01 Level IIIA transparent armor, aiming to predict, utilizing the multi-QS-PST results, whether a transparent armor system can pass the ballistic test. For this purpose, the damage mechanisms are analyzed during multi-QS-PST, and load vs displacement curves for various transparent armor compositions are studied. From these curves, important parameters are derived that explain the structural degradation of the transparent armor system due to the accumulation of perforations. To establish a correlation between multi-QS-PST and multi-hit ballistic tests, different clustering algorithms are implemented using variables from the multi-QS-PST. As a result, advantages and limitations of the multi-QS-PST methodology in transparent armor systems are identified. It serves as an essential tool to quantify the structural degradation of transparent armor systems due to multiple perforations, allowing successful clustering of compositions that fail the ballistic test and those that do not. However, some limitations arise when trying to extrapolate the developed models to a projectile outside the ballistic standard. This limitation is addressed by using analytic approaches such as stress wave propagation analysis and Taylor's one-dimensional theory. In conclusion, this research significantly advances understanding of transparent armor system behavior under multi-hit conditions and offers a promising predictive tool for evaluating their performance through straightforward and cost-effective experimentation.AGP de ColombiaDoctorado180 páginasapplication/pdfengUniversidad de los AndesDoctorado en IngenieríaFacultad de IngenieríaAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/embargoedAccesshttp://purl.org/coar/access_right/c_f1cfQuasi-static punch shear test: a methodology for correlating the ballistic behaviour of transparent armor systemsTrabajo de grado - Doctoradoinfo:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_db06Texthttps://purl.org/redcol/resource_type/TDTransparent armor systemsQuasi-static punch shear testBallistic impactIngeniería200911172Publicationhttps://scholar.google.es/citations?user=FhpNaxkAAAAJvirtual::19617-1https://scholar.google.es/citations?user=gtsFvdAAAAAJhttps://scholar.google.es/citations?user=gtsFvdAAAAAJvirtual::19623-10000-0003-3134-823Xvirtual::19617-10000-0003-2797-82120000-0003-2797-8212virtual::19623-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000278483virtual::19617-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000705918https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000705918virtual::19623-1429bc57d-8f49-47a2-ad42-ba99a44b4693virtual::19617-146deea4d-7f2c-4bcf-b367-56a9ef59d55avirtual::19623-146deea4d-7f2c-4bcf-b367-56a9ef59d55a429bc57d-8f49-47a2-ad42-ba99a44b4693virtual::19617-146deea4d-7f2c-4bcf-b367-56a9ef59d55avirtual::19623-1CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805https://repositorio.uniandes.edu.co/bitstreams/f229e302-5c04-483d-8cdc-bac4df5459eb/download4460e5956bc1d1639be9ae6146a50347MD53LICENSElicense.txtlicense.txttext/plain; charset=utf-82535https://repositorio.uniandes.edu.co/bitstreams/46527bff-b14a-49a4-8e56-d5c43d37ecbc/downloadae9e573a68e7f92501b6913cc846c39fMD54ORIGINALQuasi-static punch shear test.pdfQuasi-static punch shear test.pdfapplication/pdf7621177https://repositorio.uniandes.edu.co/bitstreams/17f0dae5-b8ac-4dd0-aba7-f183164103d7/download94ac2c0b56efe29255b6ffe3e183588eMD56autorizacion tesis firmada v2.pdfautorizacion tesis firmada v2.pdfHIDEapplication/pdf283609https://repositorio.uniandes.edu.co/bitstreams/7f9ee973-8294-45f0-ac40-c62b662fbd78/downloade02f611b67fde4dd808ae67963fc037cMD55TEXTQuasi-static punch shear test.pdf.txtQuasi-static punch shear test.pdf.txtExtracted texttext/plain100271https://repositorio.uniandes.edu.co/bitstreams/694c9469-c60f-4347-ae99-396a05e34644/downloadb2db3e78c891fdd36f0427aa3dd55bbfMD57autorizacion tesis firmada v2.pdf.txtautorizacion tesis firmada v2.pdf.txtExtracted texttext/plain2200https://repositorio.uniandes.edu.co/bitstreams/ae5045b9-a669-49ad-a09b-23edffb30c18/downloadca93c464a0fd1eeff8db82d5df599090MD59THUMBNAILQuasi-static punch shear test.pdf.jpgQuasi-static punch shear test.pdf.jpgGenerated Thumbnailimage/jpeg8012https://repositorio.uniandes.edu.co/bitstreams/ff1184a0-f8df-4aee-b959-18d725e2f104/downloadbc813d40c603779fe7d4beda9d95f04bMD58autorizacion tesis firmada v2.pdf.jpgautorizacion tesis firmada v2.pdf.jpgGenerated Thumbnailimage/jpeg11650https://repositorio.uniandes.edu.co/bitstreams/e9d3139d-93d2-43ae-8ad8-f81154638ef3/download07546a3b9125e9492c98d50eaea80647MD5101992/74910oai:repositorio.uniandes.edu.co:1992/749102024-09-12 16:26:53.703http://creativecommons.org/licenses/by-nc-nd/4.0/Attribution-NonCommercial-NoDerivatives 4.0 Internationalrestrictedhttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.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 |