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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Stable finite element algorithms for analysing the vertebral artery

Coley, Lisa M. 21 September 2009
The research described in this thesis began with a single long-term objective: modelling of the vertebral artery during chiropractic manipulation of the cervical spine. Although chiropractic treatment has become prevalent, the possible correlation between neck manipulation and subsequent stroke in patients has been the subject of debate without resolution. Past research has been qualitative or statistical, whereas resolution demands a fundamental understanding of the associated mechanics.<p> Analysis in the thesis begins with a study of the anatomy and properties pertinent to the chiropractic problem. This indicates that the complexity of the problem will necessitate a long-term multidisciplinary effort including a nonlinear finite element formulation effective in analysing image data for soft tissue modelled as nearly incompressible. This leads to an assessment of existing finite element methods and the conclusion that new equation solving techniques are needed to ensure numerical stability.<p> Three techniques for effectively eliminating the source of numerical instability are developed and demonstrated with the aid of original finite element codes. Two of the methods are derived as modifications of matrix decomposition algorithms, while the third method constitutes a new finite element formulation. In addition, the understanding gained in developing these methods is used to produce a theorem for assessing a different but related problem: deformation of a nearly incompressible material subjected to a single concentrated force. Throughout the thesis, an interdisciplinary path from chiropractic problem to numerical algorithms is outlined, and results are in the form of mathematical proofs and derivations of both existing and new methods.
2

Stable finite element algorithms for analysing the vertebral artery

Coley, Lisa M. 21 September 2009 (has links)
The research described in this thesis began with a single long-term objective: modelling of the vertebral artery during chiropractic manipulation of the cervical spine. Although chiropractic treatment has become prevalent, the possible correlation between neck manipulation and subsequent stroke in patients has been the subject of debate without resolution. Past research has been qualitative or statistical, whereas resolution demands a fundamental understanding of the associated mechanics.<p> Analysis in the thesis begins with a study of the anatomy and properties pertinent to the chiropractic problem. This indicates that the complexity of the problem will necessitate a long-term multidisciplinary effort including a nonlinear finite element formulation effective in analysing image data for soft tissue modelled as nearly incompressible. This leads to an assessment of existing finite element methods and the conclusion that new equation solving techniques are needed to ensure numerical stability.<p> Three techniques for effectively eliminating the source of numerical instability are developed and demonstrated with the aid of original finite element codes. Two of the methods are derived as modifications of matrix decomposition algorithms, while the third method constitutes a new finite element formulation. In addition, the understanding gained in developing these methods is used to produce a theorem for assessing a different but related problem: deformation of a nearly incompressible material subjected to a single concentrated force. Throughout the thesis, an interdisciplinary path from chiropractic problem to numerical algorithms is outlined, and results are in the form of mathematical proofs and derivations of both existing and new methods.
3

Elementos finitos híbridos e híbrido-mistos de tensão com enriquecimento nodal / Stress hybrid and hybrid-mixed finite elements with nodal enrichment

Góis, Wesley 14 May 2009 (has links)
Neste trabalho, a técnica de enriquecimento da partição da unidade é estendida e adaptada para duas formulações não-convencionais para a elasticidade plana: a formulação híbrida de tensão (FHT) e a formulação híbrido-mista de tensão (FHMT). Estas formulações são ditas não-convencionais, pois não recorrem a princípios variacionais clássicos. Elementos finitos triangulares e quadrilaterais com enriquecimento nodal são desenvolvidos para avaliação da forma discreta das duas formulações estudadas. Na FHMT, três campos são aproximados de forma independente: tensões e deslocamentos no domínio e deslocamentos no contorno. O conceito de partição da unidade é então utilizado para garantir continuidade de cada um dos campos envolvidos na FHMT e realizar o procedimento de enriquecimento nodal. Funções polinomiais são utilizadas para enriquecer cada uma das aproximações dos campos da FHMT. A sensibilidade das respostas em relação a redes distorcidas é avaliada. Além disso, abordam-se aspectos relativos à convergência e estabilidade da solução numérica. Especificamente para a FHT, dois campos são independentemente aproximados: tensões no domínio e deslocamentos na fronteira estática. As aproximações das tensões, que por definição não estão atreladas a nós, devem primeiramente satisfazer a condição de equilíbrio no domínio. O conceito de partição da unidade é empregado, neste caso, para dar continuidade aos deslocamentos entre as fronteiras dos elementos. O enriquecimento polinomial da partição de unidade é então aplicado às aproximações dos deslocamentos no contorno. Para o campo de tensões no domínio, desenvolve-se uma técnica específica de enriquecimento nodal. Mais uma vez, aspectos relativos à sensibilidade à distorção de redes e convergência são estudados e avaliados. Finalmente, alguns exemplos numéricos são apresentados para ilustrar o desempenho de ambas as abordagens, especialmente quando a técnica de enriquecimento é aplicada. / In the present work, the partition of unity enrichment concept is basically applied to non-conventional stress hybrid-mixed and hybrid formulations in plane elasticity. These formulations are referred to as non-conventional because no variational principles are explored. From these, triangular and quadrilateral finite elements with selective nodal enrichment are then derived. In the stress hybrid-mixed approach, three independent fields are approximated: stress and displacement fields in the domain and displacement fields on the static boundary. The partition of unity concept is then used to provide continuity to all the fields involved. Afterwards, the nodal enrichment feature is explored. Polynomial functions are employed to enrich each one of the approximation fields. Besides, some aspects concerning convergence and stability of the numerical solutions obtained are addressed. On the other hand, in the hybrid approach, two independent fields are approximated: stress fields in the domain and displacement fields on the static boundary. However, the approximation of the stress field must first satisfy the equilibrium condition in the domain without involving nodal values in its definition. Hence, the partition of unity concept is used to provide continuity of displacements between the boundaries of the elements. The partition of unity based nodal enrichment is then applied to the boundary displacement fields. Nevertheless, enrichment of the stress field can also be carried out with exploring a specific and original technique that permits applied the partition of unity concept but in such way as to preserve satisfaction of the equilibrium condition in the domain. Again, convergence and stability aspects of the hybrid approach are briefly addressed. Finally, some numerical examples are presented to illustrate the performance of both approaches derived, especially when combined possibilities of enrichment are explored.
4

Elementos finitos híbridos e híbrido-mistos de tensão com enriquecimento nodal / Stress hybrid and hybrid-mixed finite elements with nodal enrichment

Wesley Góis 14 May 2009 (has links)
Neste trabalho, a técnica de enriquecimento da partição da unidade é estendida e adaptada para duas formulações não-convencionais para a elasticidade plana: a formulação híbrida de tensão (FHT) e a formulação híbrido-mista de tensão (FHMT). Estas formulações são ditas não-convencionais, pois não recorrem a princípios variacionais clássicos. Elementos finitos triangulares e quadrilaterais com enriquecimento nodal são desenvolvidos para avaliação da forma discreta das duas formulações estudadas. Na FHMT, três campos são aproximados de forma independente: tensões e deslocamentos no domínio e deslocamentos no contorno. O conceito de partição da unidade é então utilizado para garantir continuidade de cada um dos campos envolvidos na FHMT e realizar o procedimento de enriquecimento nodal. Funções polinomiais são utilizadas para enriquecer cada uma das aproximações dos campos da FHMT. A sensibilidade das respostas em relação a redes distorcidas é avaliada. Além disso, abordam-se aspectos relativos à convergência e estabilidade da solução numérica. Especificamente para a FHT, dois campos são independentemente aproximados: tensões no domínio e deslocamentos na fronteira estática. As aproximações das tensões, que por definição não estão atreladas a nós, devem primeiramente satisfazer a condição de equilíbrio no domínio. O conceito de partição da unidade é empregado, neste caso, para dar continuidade aos deslocamentos entre as fronteiras dos elementos. O enriquecimento polinomial da partição de unidade é então aplicado às aproximações dos deslocamentos no contorno. Para o campo de tensões no domínio, desenvolve-se uma técnica específica de enriquecimento nodal. Mais uma vez, aspectos relativos à sensibilidade à distorção de redes e convergência são estudados e avaliados. Finalmente, alguns exemplos numéricos são apresentados para ilustrar o desempenho de ambas as abordagens, especialmente quando a técnica de enriquecimento é aplicada. / In the present work, the partition of unity enrichment concept is basically applied to non-conventional stress hybrid-mixed and hybrid formulations in plane elasticity. These formulations are referred to as non-conventional because no variational principles are explored. From these, triangular and quadrilateral finite elements with selective nodal enrichment are then derived. In the stress hybrid-mixed approach, three independent fields are approximated: stress and displacement fields in the domain and displacement fields on the static boundary. The partition of unity concept is then used to provide continuity to all the fields involved. Afterwards, the nodal enrichment feature is explored. Polynomial functions are employed to enrich each one of the approximation fields. Besides, some aspects concerning convergence and stability of the numerical solutions obtained are addressed. On the other hand, in the hybrid approach, two independent fields are approximated: stress fields in the domain and displacement fields on the static boundary. However, the approximation of the stress field must first satisfy the equilibrium condition in the domain without involving nodal values in its definition. Hence, the partition of unity concept is used to provide continuity of displacements between the boundaries of the elements. The partition of unity based nodal enrichment is then applied to the boundary displacement fields. Nevertheless, enrichment of the stress field can also be carried out with exploring a specific and original technique that permits applied the partition of unity concept but in such way as to preserve satisfaction of the equilibrium condition in the domain. Again, convergence and stability aspects of the hybrid approach are briefly addressed. Finally, some numerical examples are presented to illustrate the performance of both approaches derived, especially when combined possibilities of enrichment are explored.

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