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Beam structures : classical and advanced theories / Erasmo Carrera, Gaetano Giunta, Marco Petrolo

By: Contributor(s): Resource type: Ressourcentyp: Buch (Online)Book (Online)Language: English Publisher: Chichester, West Sussex, U.K : Wiley, 2011Edition: Online-AusgDescription: Online-Ressource (1 online resource (xx, 182 p.)) : illISBN:
  • 9781119978565
  • 9781119951049
  • 9781119951056
  • 9781283204552
  • 128320455X
  • 9781119978572
Subject(s): Additional physical formats: 0470972009 | 9780470972007 | 128320410X | Erscheint auch als: Beam Structures : Classical and Advanced Theories. Druck-Ausgabe Somerset : Wiley,c2011 | Erscheint auch als: Beam structures. Druck-Ausgabe Chichester, West Sussex, U.K. : Wiley, 2011. XX, 182 S.DDC classification:
  • 624.17723
  • 624.1/7723 23
  • SCI041000
MSC: MSC: *74-02 | 74K10 | 74S05RVK: RVK: UF 1570LOC classification:
  • TA492.G5
Online resources: Summary: Cover -- Title Page -- Copyright -- About the Authors -- Preface -- Introduction -- Why another book on beams? -- Review of historical contributions -- Classical and modern approaches: variational methods and CUF -- Outline of the contents -- Chapter 1: Fundamental equations of continuous deformable bodies -- 1.1 Displacement, strain, and stresses -- 1.2 Equilibrium equations in terms of stress components and boundary conditions -- 1.3 Strain displacement relations -- 1.4 Constitutive relations: Hooke's law -- 1.5 Displacement approach via principle of virtual displacementsSummary: Chapter 2: The Euler-Bernoulli and Timoshenko theories -- 2.1 The Euler-Bernoulli model -- 2.2 The Timoshenko model -- 2.3 Bending of a cantilever beam: EBBT and TBT solutions -- Chapter 3: A refined beam theory with in-plane stretching: the complete linear expansion case -- 3.1 The CLEC displacement field -- 3.2 The importance of linear stretching terms -- 3.3 A finite element based on CLEC -- Chapter 4: EBBT, TBT, and CLEC in unified form -- 4.1 Unified formulation of CLEC -- 4.2 EBBT and TBT as particular cases of CLEC -- 4.3 Poisson locking and its correctionSummary: Chapter 5: Carrera Unified Formulation and refined beam theories -- 5.1 Unified formulation -- 5.2 Governing equations -- Chapter 6: The parabolic, cubic, quartic, and N-order beam theories -- 6.1 The second-order beam model, N = 2 -- 6.2 The third-order, N = 3, and the fourth-order, N = 4, beam models -- 6.3 N-order beam models -- Chapter 7: CUF beam FE models: programming and implementation issue guidelines -- 7.1 Preprocessing and input descriptions -- 7.2 FEM code -- 7.3 Postprocessing -- Chapter 8: Shell capabilities of refined beam theoriesSummary: 8.1 C-shaped cross-section and bending--torsional loading -- 8.2 Thin-walled hollow cylinder -- 8.3 Static and free-vibration analyses of an airfoil-shaped beam -- 8.4 Free vibrations of a bridge-like beam -- Chapter 9: Linearized elastic stability -- 9.1 Critical buckling load classic solution -- 9.2 Higher-order CUF models -- 9.3 Examples -- Chapter 10: Beams made of functionally graded materials -- 10.1 Functionally graded materials -- 10.2 Material gradation laws -- 10.3 Beam modeling -- 10.4 Examples -- Chapter 11: Multi-model beam theories via the Arlequin methodSummary: 11.1 Multi-model approaches -- 11.2 The Arlequin method in the context of the unified formulation -- 11.3 Examples -- Chapter 12: Guidelines and recommendations -- 12.1 Axiomatic and asymptotic methods -- 12.2 The mixed axiomatic-asymptotic method -- 12.3 Load effect -- 12.4 Cross-section effect -- 12.5 Output location effect -- 12.6 Reduced models for different error inputs -- IndexPPN: PPN: 809372401Package identifier: Produktsigel: ZDB-26-MYL | ZDB-30-PAD | ZDB-30-PQE
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