IGA

IGA

Isogeometric analysis (IGA) consists of using the same higher-order and smooth spline functions for the representation of geometry in Computer Aided Design as for the approximation of solution fields in Finite Element Analysis. Now, almost twenty years after its creation, substantial works are being...

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Detalles Bibliográficos
Autor principal: Bouclier, Robin (-)
Otros Autores: Passieux, Jean-Charles
Formato: Libro electrónico
Idioma:Inglés
Publicado: Newark : John Wiley & Sons, Incorporated 2023.
Materias:
Isogeometric analysis.
Finite element method > Data processing.
Ver en Biblioteca Universitat Ramon Llull:https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009811328006719
Tabla de Contenidos:
  • Cover
  • Title Page
  • Copyright Page
  • Contents
  • Preface
  • Chapter 1. IGA: A Projection of FEM onto a Powerful Reduced Basis
  • 1.1. Introduction
  • 1.2. Some necessary elements for B-spline andNURBS-based IGA
  • 1.2.1.B-spline andNURBS basics
  • 1.2.2. k-refinement: increasing both the polynomial degree and the regularity
  • 1.2.3. The trimming concept and analysis-suitable model issue
  • 1.3.The link between IGAandFEM
  • 1.3.1.TheBézier extraction
  • 1.3.2.TheLagrangeextraction
  • 1.3.3.The extractionin case ofNURBS
  • 1.4. Non-invasive implementation using a global bridge between IGA andFEM
  • 1.4.1.The commonpractice
  • 1.4.2. A fully non-invasive implementation scheme
  • 1.5.Numerical experiments
  • 1.5.1. Simple but illustrative examples
  • 1.5.2. An example of non-invasive nonlinear isogeometric analysis
  • 1.6.Summaryand discussion
  • 1.7.References
  • Chapter 2. Non-invasive Global/Local Hybrid IGA/FEM Coupling
  • 2.1. Introduction
  • 2.2. Origin of non-invasiveness: a need for industry
  • 2.2.1.Several scales of interest
  • 2.2.2. Typical coupling techniques in the industry
  • 2.2.3. A non-invasive approach as a remedy
  • 2.3. General formulation of the coupling and iterative solution
  • 2.3.1.Governingequations
  • 2.3.2.Weak form and monolithic approach
  • 2.3.3.Non-invasiveiterative approach
  • 2.4. Interest for the local enrichment of isogeometric models
  • 2.4.1. General global-IGA/local-FEM modeling
  • 2.4.2.Challenges and implementationissues
  • 2.5. Fully non-invasive global-IGA/local-FEM analysis
  • 2.5.1. Foundation: non-invasive, non-conforming global/local FEM
  • 2.5.2. Extension for the non-invasive hybrid global-IGA/local-FEM coupling
  • 2.6.Summaryand discussion
  • 2.7.References
  • Chapter 3. Non-invasive Spline-based Regularization of FE Digital Image Correlation Problems
  • 3.1. Brief introduction.
  • 3.2. An introduction to the general field of FE-DIC from a numerical point ofview
  • 3.2.1. FE-DIC: towards an intimate coupling between measurements and simulations
  • 3.2.2. Formulation of DIC: a nonlinear least-squares problem
  • 3.2.3.SolutionofDIC: descent algorithms
  • 3.2.4.Extensionto stereo-DIC
  • 3.2.5.Standardregularizationin FE-DIC
  • 3.3. Multilevel and non-invasive CAD-based shape measurement
  • 3.3.1. Inspiration: structural shape optimization
  • 3.3.2. The proposed multilevel geometric and non-invasive scheme
  • 3.3.3. Validation through a real example
  • 3.3.4.Summaryand discussion
  • 3.4.AsplineFFD-based regularizationforFE-DIC
  • 3.4.1. The FFD-DIC methodology
  • 3.4.2. Application for the displacement measurement of a 2D beam
  • 3.4.3. Application to mesh-based shape measurement
  • 3.4.4.Summaryand discussion
  • 3.5.References
  • Index
  • EULA.

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