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Thermal Stress Analysis of Composite Beams, Plates and Shells: Computational Modelling and Applications.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Carrera, Erasmo
Otros Autores: Fazzolari, Fiorenzo A., Cinefra, Maria
Formato: Electrónico eBook
Idioma:Inglés
Publicado: London : Academic Press, an imprint of Elsevier, [2017]
Temas:
Acceso en línea:Texto completo (Requiere registro previo con correo institucional)
Tabla de Contenidos:
  • Front Cover; Thermal Stress Analysis of Composite Beams, Plates and Shells; Copyright; Contents; About the Authors; Preface; References; Introduction; Thermal structures and their applications; Advanced structural theories in the modelling of thermal stress problems; Classi cation of thermoelastic problems; Book's content; References; Part 1 Thermoelasticity; 1 Fundamentals of thermoelasticity; 1.1 Stress tensor; 1.2 Displacement and strain tensor; 1.3 Conservation laws; 1.4 Three-dimensional thermoelasticity; 1.5 Two-dimensional thermoelasticity; References
  • 2 Solution of sample problems in classical thermoelasticity2.1 Sample problems in thermoelasticity; 2.2 Heat conductions problems; References; 3 Coupled and uncoupled variational formulations; 3.1 Classical variational principles; 3.2 Thermoelastic variational formulations; References; Part 2 Classical and Advanced Modelling of Thermal Structures; 4 Fundamental of mechanics of beams, plates and shells; 4.1 Typical structures; 4.2 Axiomatic method; 4.3 Asymptotic method; 4.4 Beam; 4.5 Classical models and the complete linear expansion case; 4.6 Plate
  • 4.7 Classical models and the complete linear expansion4.8 2D shell models with N-order displacement eld, the Taylor expansion class; 4.9 Geometry description; 4.10 Classical models and uni ed formulation; References; 5 Advanced theories for composite beams, plates and shells; 5.1 Introduction to the uni ed formulation; 5.2 Stiffness matrix of a bar and the related fundamental nucleus; 5.3 Fundamental nucleus for the case of a bar element with internal nodes; 5.4 FEM and the theory of structure: a four indices fundamental nucleus; 5.5 The assembly procedure
  • 5.6 A uni ed approach for one-, two- and three-dimensional structures5.7 Beam; 5.8 DEBBT, TBT and N = 1 in uni ed form; 5.9 Higher-order models; 5.10 1D models with a physical volume/surface-based geometry and pure displacement variables, the Lagrange Expansion class (LE); 5.11 Physical volume/surface approach; 5.12 Lagrange polynomials and isoparametric formulation; 5.13 LE displacement elds and cross-section elements; 5.14 Cross-section multi-elements and locally re ned models; 5.15 Plate; 5.16 CPT, FSDT and N=1 model in uni ed form; 5.17 Uni ed formulation of N-order
  • 5.18 2D models with physical volume/surface-based geometry and pure displacement variables, the Lagrange expansion class (LE)5.19 Physical volume/surface approach; 5.20 Lagrange expansion model; 5.21 Extension to multilayered structures; 5.22 Multilayered structures; 5.23 Theories on multilayered structures; 5.24 Uni ed formulation for multilayered structures; 5.25 UF in terms of 1 x1 secondary nuclei; 5.26 Discussion on possible best beam, plate and shell diagrams; 5.27 The mixed axiomatic/asymptotic method; 5.28 Static analysis of beams; 5.29 Modal analysis of beams