02202nam2 2200469 i 450 LO1071561420231121125522.08842067202IT2003-2764 20021111d2002 ||||0itac50 baitaitz01i xxxe z01nRoma capitaleF. Bartolini... \et al.!a cura di Vittorio VidottoRoma \etc.!GLF editori Laterza2002XII, 523 p., \28! c. di tav.ill.21 cmSegue: Appendice.001IEI01523052001 Storia di Roma dall'antichità a oggiRomaSec. 19.-20.FIRRMLC140254IEbreiRoma1846-1944FIRRMLC190842I945.632Storia.Roma21Vidotto, VittorioRAVV033057Bartolini, Francesco [1968- ]VIAV104425ITIT-0120021111IT-RM028 IT-RM0289 IT-RM0290 IT-RM0313 IT-RM0281 IT-RM0418 IT-RM0459 IT-RM0211 IT-FR0084 IT-RM0151 IT-FR0017 Biblioteca Universitaria AlessandrinaRM028 Biblioteca Statale A. BaldiniRM0289 BIBLIOTECA ANGELICARM0290 BIBLIOTECA CASANATENSERM0313 BIBLIOTECA VALLICELLIANARM0281 BIBLIOTECA ACCADEMIA NAZ. DEI LINCEI E CORSINIANARM0418 ARCHIVIO DI STATO DI ROMARM0459 Fondazione Marco BessoRM0211 Biblioteca Del Monumento Nazionale Di MontecassinoFR0084 Biblioteca Istituto Storico Italiano Medio Evo - IRM0151 Biblioteca umanistica Giorgio ApreaFR0017 LO10715614Biblioteca umanistica Giorgio Aprea 52MAG 2/1620.5 52FLS0000267875 VMB RS A 2020031220200312 01 04 06 07 08 10 12 14 25 41 52Roma capitale63773UNICAS05312nam 2200649 450 991013217480332120230803203505.01-118-53665-71-118-53664-91-118-53666-5(CKB)3710000000167920(EBL)1729066(SSID)ssj0001261842(PQKBManifestationID)11707187(PQKBTitleCode)TC0001261842(PQKBWorkID)11206068(PQKB)11724219(DLC) 2014018457(Au-PeEL)EBL1729066(CaPaEBR)ebr10891176(MiAaPQ)EBC1729066(OCoLC)879553090(EXLCZ)99371000000016792020140717h20142014 uy 0engur|n|---|||||txtccrFinite element analysis of structures through unified formulation /Erasmo Carrera [and three others]Chichester, England :Wiley,2014.©20141 online resource (412 p.)Description based upon print version of record.1-119-94121-0 Includes bibliographical references at the end of each chapters and index.Finite Element Analysis of Structures Through Unified Formulation; Contents; About the Authors; Preface; Nomenclature and Acronyms; Symbols; Acronyms; 1 Introduction; 1.1 What is in this Book; 1.2 The Finite Element Method; 1.2.1 Approximation of the Domain; 1.2.2 The Numerical Approximation; 1.3 Calculation of the Area of a Surface with a Complex Geometry via the FEM; 1.4 Elasticity of a Bar; 1.5 Stiffness Matrix of a Single Bar; 1.6 Stiffness Matrix of a Bar via the PVD; 1.7 Truss Structures and Their Automatic Calculation by Means of the FEM; 1.8 Example of a Truss Structure1.8.1 Element Matrices in the Local Reference System1.8.2 Element Matrices in the Global Reference System; 1.8.3 Global Structure Stiffness Matrix Assembly; 1.8.4 Application of Boundary Conditions and the Numerical Solution; 1.9 Outline of the Book Contents; References; 2 Fundamental Equations of 3D Elasticity; 2.1 Equilibrium Conditions; 2.2 Geometrical Relations; 2.3 Hooke's Law; 2.4 Displacement Formulation; Further Reading; 3 From 3D Problems to 2D and 1D Problems: Theories for Beams, Plates and Shells; 3.1 Typical Structures; 3.1.1 Three-Dimensional Structures (Solids)3.1.2 Two-Dimensional Structures (Plates, Shells and Membranes)3.1.3 One-Dimensional Structures (Beams and Bars); 3.2 Axiomatic Method; 3.2.1 Two-Dimensional Case; 3.2.2 One-Dimensional Case; 3.3 Asymptotic Method; Further Reading; 4 Typical FE Governing Equations and Procedures; 4.1 Static Response Analysis; 4.2 Free Vibration Analysis; 4.3 Dynamic Response Analysis; References; 5 Introduction to the Unified Formulation; 5.1 Stiffness Matrix of a Bar and the Related FN; 5.2 Case of a Bar Element with Internal Nodes; 5.2.1 The Case of Bar with Three Nodes5.2.2 The Case of an Arbitrary Defined Number of Nodes5.3 Combination of the FEM and the Theory of Structure Approximations: A Four-Index FN and the CUF; 5.3.1 FN for a 1D Element with a Variable Axial Displacement over the Cross-section; 5.3.2 FN for a 1D Structure with a Complete Displacement Field: The Case of a Refined Beam Model; 5.4 CUF Assembly Technique; 5.5 CUF as a Unique Approach for 1D, 2D and 3D Structures; 5.6 Literature Review of the CUF; References; 6 The Displacement Approach via the PVD and FN for 1D, 2D and 3D Elements6.1 Strong Form of the Equilibrium Equations via the PVD6.1.1 The Two Fundamental Terms of the FN; 6.2 Weak Form of the Solid Model Using the PVD; 6.3 Weak Form of a Solid Element Using Index Notation; 6.4 FN for 1D, 2D and 3D Problems in Unique Form; 6.4.1 Three-Dimensional Models; 6.4.2 Two-Dimensional Models; 6.4.3 One-Dimensional Models; 6.5 CUF at a Glance; References; 7 Three-Dimensional FEM Formulation (Solid Elements); 7.1 An Eight-Node Element Using Classical Matrix Notation; 7.1.1 Stiffness Matrix; 7.1.2 Load Vector; 7.2 Derivation of the Stiffness Matrix Using the Index Notation7.2.1 Governing Equations The finite element method (FEM) is a computational tool widely used to design and analyse complex structures. Currently, there are a number of different approaches to analysis using the FEM that vary according to the type of structure being analysed: beams and plates may use 1D or 2D approaches, shells and solids 2D or 3D approaches, and methods that work for one structure are typically not optimized to work for another. Finite Element Analysis of Structures Through Unified Formulation deals with the FEM used for the analysis of the mechanics of structures in the case of lineaFinite element methodNumerical analysisFinite element method.Numerical analysis.518/.25Carrera Erasmo920381Carrera ErasmoMiAaPQMiAaPQMiAaPQBOOK9910132174803321Finite element analysis of structures through unified formulation2884869UNINA