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University of Oklahoma
1. Zhu, Ye. Radar cross section modeling of tornadic debris and applications.
Degree: PhD, 2016, University of Oklahoma
URL: http://hdl.handle.net/11244/34599
Subjects/Keywords: radar cross section modeling, debris scatterer, plate-like and cylindrical objects, HFSS, FEKO, modeling applications; Physical Optics technique
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APA (6th Edition):
Zhu, Y. (2016). Radar cross section modeling of tornadic debris and applications. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/34599
Chicago Manual of Style (16th Edition):
Zhu, Ye. “Radar cross section modeling of tornadic debris and applications.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed January 28, 2021. http://hdl.handle.net/11244/34599.
MLA Handbook (7th Edition):
Zhu, Ye. “Radar cross section modeling of tornadic debris and applications.” 2016. Web. 28 Jan 2021.
Vancouver:
Zhu Y. Radar cross section modeling of tornadic debris and applications. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2021 Jan 28]. Available from: http://hdl.handle.net/11244/34599.
Council of Science Editors:
Zhu Y. Radar cross section modeling of tornadic debris and applications. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/34599
Pontifical Catholic University of Rio de Janeiro
2. KAREN CAMILA RIBEIRO LOBATO. [en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS.
Degree: 2017, Pontifical Catholic University of Rio de Janeiro
URL: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31864
[pt] Esta dissertação apresenta resultados de simulação física e numérica do comportamento mecânico de cavidades circulares em meios contínuos. Na simulação numérica foi possível reproduzir o comportamento tensão-deformação registrado nos ensaios. O comportamento mecânico do contínuo foi abordado de duas formas: i) Teoria clássica e ii) Modelo generalizado de Cosserat. A segunda abordagem, por dispor de um grau de liberdade extra, permite a reprodução numérica de algumas feições observadas ao redor das cavidades circulares em testes de laboratório de maneira mais realística. A teoria clássica de contínuo foi associada somente ao modelo constitutivo de Mohr-Coulomb. Já para Cosserat, foram utilizados dois modelos constitutivos: Mohr-Coulomb e Bogdanova-Lippmann Modificado. A motivação para apresentar contínuo generalizado neste trabalho é que o mesmo inclui a parcela referente ao comportamento das partículas. Em todos os testes foram utilizadas amostras do arenito Botucatu, obtidas em São Paulo e Paraná. Para caracterização mecânica deste material foram realizados ensaios uniaxiais, triaxiais e brasileiros. Já a simulação física do comportamento de cavidades circulares foi analisada segundo duas geometrias: cúbica (com aplicação de estado de tensão biaxial) e cilíndrica (TWC – Thick Walled Cylinder). O acompanhamento da ruptura das cavidades cilíndricas foi feito de forma visual (amostras cúbicas) e com monitoramento tomográfico em tempo real (amostras cilíndricas). Com base na observação experimental da ruptura das cavidades cilíndricas e nas simulações numéricas considerando o contínuo clássico e de Cosserat, foi possível verificar que, ambas as abordagens possibilitaram a reprodução das feições observadas.
[en] This work seeks to realize physical and numerical simulation of the mechanical behavior of the wellbore stability for continuum environment.The Continunm s mechanical behavior is approach by two ways: i) Classic Continuum Theory and ii) Cosserat Continuum. On the second approach, the theory allows an extra degree of freedom, which plays an important rule on instabilities and bifurcation problems; this allows a more realistic numerical simulation of the failure mechanism observed on circular cavity. The Classic Continuum Theory is associated to a Mohr-Coulomb constitutive model. On the other hand for Cosserat Theory s applied tow constitutive models: Mohr-Coulomb and Modified Bogdanova-Lippmann.The generalized continuum takes in account the microstructure of the material.It s used on all tests Botucatu s specimens, which were acquired at São Paulo and Paraná. For characterize the rock s behavior it s realized triaxial, uniaxial and brazilian tests. Then the physical simulation of the circular cavity s behavior was analyzed for two geometries: cubic samples (biaxial stress) and cylindric samples (TWC – Thick Walled Cylinder). The failure mechanism of circular cavity was followed visually (cubic samples) and with CT X-Ray in real time (cylindric samples).From the experimental observations of the failure…
Advisors/Committee Members: EURIPEDES DO AMARAL VARGAS JUNIOR.Subjects/Keywords: [pt] TEORIA DE COSSERAT; [en] COSSERAT THEORY; [pt] SIMULACAO FISICA E NUMERICA; [en] PHISYCAL AND NUMERICAL SIMULATION; [pt] ENSAIO CUBICO E CILINDRICO DE PAREDE ESPESSA; [en] CUTTING AND CYLINDRICAL TESTING OF THICKNESS WALL; [pt] BANDA CISALHANTE TIPO CUSPIDE; [en] CISALHANT CUSHION BAND; [pt] ORELHA DE CACHORRO; [en] ONE LIKE A DOG EAR
Record Details
Similar Records
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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager
APA (6th Edition):
LOBATO, K. C. R. (2017). [en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31864
Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
Chicago Manual of Style (16th Edition):
LOBATO, KAREN CAMILA RIBEIRO. “[en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS.” 2017. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 28, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31864.
Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
MLA Handbook (7th Edition):
LOBATO, KAREN CAMILA RIBEIRO. “[en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS.” 2017. Web. 28 Jan 2021.
Vancouver:
LOBATO KCR. [en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2021 Jan 28]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31864.
Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
Council of Science Editors:
LOBATO KCR. [en] PHYSICAL AND NUMERICAL SIMULATION OF BOREHOLE STABILITY PROBLEMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31864
Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation