000			06086cam a2200721 i 4500
001			ocn879553090
003			OCoLC
005			20171030102825.0
006			m o d
007			cr |||||||||||
008			140509s2014 enk ob 001 0 eng
010			_a 2014018457
020			_a9781118536650 (ePub)
020			_a1118536657 (ePub)
020			_a9781118536667 (Adobe PDF)
020			_a1118536665 (Adobe PDF)
020			_z9781119941217 (cloth)
020			_a9781118536643 (electronic bk.)
020			_a1118536649 (electronic bk.)
020			_a1119941210
020			_a9781119941217
029	1		_aNZ1 _b15753444
029	1		_aNZ1 _b15906973
029	1		_aCHVBK _b334092140
029	1		_aCHBIS _b010442162
029	1		_aDEBBG _bBV043396761
035			_a(OCoLC)879553090 _z(OCoLC)929525119 _z(OCoLC)932331168 _z(OCoLC)961578098 _z(OCoLC)962611349
040			_aDLC _beng _erda _cDLC _dYDX _dN$T _dE7B _dDG1 _dOCLCF _dYDXCP _dCOO _dEBLCP _dB24X7 _dDEBBG
042			_apcc
049			_aMAIN
050	0	0	_aQC20.7.F56
072		7	_aMAT _x041000 _2bisacsh
082	0	0	_a518/.25 _223
100	1		_aCarrera, Erasmo.
245	1	0	_aFinite element analysis of structures through unified formulation / _cErasmo Carrera, Maria Cinefra, Marco Petrolo, Enrico Zappino. _h[electronic resource]
264		1	_aChichester, West Sussex : _bWiley, _c2014.
300			_a1 online resource.
336			_atext _2rdacontent
337			_acomputer _2rdamedia
338			_aonline resource _2rdacarrier
504			_aIncludes bibliographical references and index.
505	0		_aTitlepage; Copyright; About the Authors; Preface; Nomenclature and Acronyms; Symbols; Acronyms; 1 Introduction; 1.1 What is in this Book; 1.2 The Finite Element Method; 1.3 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 Structure; 1.9 Outline of the Book Contents; Notes; References; 2 Fundamental Equations of 3D Elasticity; 2.1 Equilibrium Conditions
505	8		_a2.2 Geometrical Relations2.3 Hooke's Law; 2.4 Displacement Formulation; Notes; Further Reading; 3 From 3D Problems to 2D and 1D Problems: Theories for Beams, Plates and Shells; 3.1 Typical Structures; 3.2 Axiomatic Method; 3.3 Asymptotic Method; Note; 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
505	8		_a5.3 Combination of the FEM and the Theory of Structure Approximations: A Four-Index FN and the CUF5.4 CUF Assembly Technique; 5.5 CUF as a Unique Approach for 1D, 2D and 3D Structures; 5.6 Literature Review of the CUF; Notes; References; 6 The Displacement Approach via the PVD and FN for 1D, 2D and 3D Elements; 6.1 Strong Form of the Equilibrium Equations via the PVD; 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; 6.5 CUF at a Glance; Notes; References
505	8		_a7 Three-Dimensional FEM Formulation (Solid Elements)7.1 An Eight-Node Element Using Classical Matrix Notation; 7.2 Derivation of the Stiffness Matrix Using the Index Notation; 7.3 Three-Dimensional Numerical Integration; 7.4 Shape Functions; References; 8 One-Dimensional Models with Nth-Order Displacement Field, the Taylor Expansion Class; 8.1 Classical Models and the Complete Linear Expansion Case; 8.2 EBBT, TBT and N = 1 in Unified Form; 8.3 CUF for Higher-Order Models; 8.4 Governing Equations, FE Formulation and the FN; 8.5 Locking Phenomena; 8.6 Numerical Applications; References
505	8		_a9 One-Dimensional Models with a Physical Volume/Surface-Based Geometry and Pure Displacement Variables, the Lagrange Expansion Class9.1 Physical Volume/Surface Approach; 9.2 Lagrange Polynomials and Isoparametric Formulation; 9.3 LE Displacement Fields and Cross-section Elements; 9.4 Cross-section Multi-elements and Locally Refined Models; 9.5 Numerical Examples; 9.6 The Component-Wise Approach for Aerospace and Civil Engineering Applications; References; 10 Two-Dimensional Plate Models with Nth-Order Displacement Field, the Taylor Expansion Class
520			_a"This book deals with the Finite Element Method for the analysis of elastic structures such as beams, plates, shells and solids. The modern approach of Unified Formulation (UF), as proposed by the lead author, deals with the consideration of one-dimensional (beams), two-dimensional (plates and shells) and three-dimensional (solids) elements. Applications are given for structures which are typically employed in civil, mechanical, and aerospace engineering fields. Additional topics include mixed order elements, extension to layered composite structures, and the analysis of multifield problems involving mechanical, electrical and thermal loadings." -- _cUnedited summary from book.
588			_aDescription based on print version record and CIP data provided by publisher.
650		0	_aFinite element method.
650		0	_aNumerical analysis.
650		7	_aMATHEMATICS / Numerical Analysis _2bisacsh
650		7	_aFinite element method. _2fast _0(OCoLC)fst00924897
650		7	_aNumerical analysis. _2fast _0(OCoLC)fst01041273
650		4	_aNumerical analysis.
655		4	_aElectronic books.
655		0	_aElectronic books.
700	1		_aCinefra, Maria.
700	1		_aPetrolo, Marco.
700	1		_aZappino, Enrico.
776	0	8	_iPrint version: _aCarrera, Erasmo. _tFinite element analysis of structures through unified formulation _dChichester, West Sussex : John Wiley & Sons, Inc., 2014 _z9781119941217 _w(DLC) 2014013805
856	4	0	_uhttp://onlinelibrary.wiley.com/book/10.1002/9781118536643 _zWiley Online Library
942			_2ddc _cBK
999			_c207435 _d207435