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| 001 | 9780429453076 | ||
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| 007 | cr | ||
| 008 | 181112t20182019fluab ob 001 0 eng d | ||
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_a9780429453076 _q(e-book : PDF) |
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| 035 | _a(OCoLC)1046085105 | ||
| 040 |
_aFlBoTFG _cFlBoTFG _erda |
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| 041 | 1 | _aeng | |
| 050 | 4 |
_aTA347 _b.F5 |
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_aPB _2bicscc |
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| 082 | 0 | 4 | _a518/.25 |
| 100 | 1 |
_aMoatamedi, M, _eauthor. |
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| 245 | 1 | 0 |
_aFinite Element Analysis / _cby M Moatamedi and Hassan A. Khawaja. |
| 250 | _aFirst edition. | ||
| 264 | 1 |
_aBoca Raton, FL : _bCRC Press, _c[2018]. |
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| 264 | 4 | _c©2019. | |
| 300 |
_a1 online resource (162 pages) : _b59 illustrations, text file, PDF |
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| 336 |
_atext _2rdacontent |
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| 337 |
_acomputer _2rdamedia |
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| 338 |
_aonline resource _2rdacarrier |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | 0 |
_t Table of Content -- _tIntroduction -- _tBook Aims and Objectives -- _tHistory and Perspective -- _tThe Finite Element Mesh: Terminology -- _tMatrix Stiffness Methods -- _tThe Simple Bar Element -- _tAssembly of Bar Elements The Global Stiffness Matrix -- _tLoads and Boundary Conditions -- _tA Solution Strategy -- _tNumerical Examples -- _tError Analysis and Ill-Conditioning -- _tSingular Equations: Rigid Body Modes and Mechanisms -- _tSymmetry, Anti-symmetry and Asymmetry -- _tThermal Loads -- _tThe Finite Element Formulation One-Dimensional Problems -- _tThe Fundamental Equations -- _tThe Shape Function -- _tThe Finite Element Equations -- _tThe Element Stiffness Matrix for a 2 Node Bar with Linear Shape Functions -- _tThe Finite Element Formulation - Two-Dimensional Problems -- _tThe Fundamental Equations -- _tThe Finite Element Formulation for a Continuum -- _tA Triangular Element -- _tA Quadrilateral Element -- _tNumerical Study - Pin-Jointed Frame with a Shear Web -- _tRestrictions on Element Formulation - Completeness and Compatibility -- _tComputational Implementation of the Finite Element Method -- _tSolution Methodologies - Frontal v Banded Solvers -- _tStorage of the Stiffness Matrix -- _tNumerical Integration - Gaussian Quadrature -- _tBeams, Plates, Shells and Solids -- _tSolid Elements -- _tA Beam Element -- _tPlates and Shells -- _tParametric Element Formulation -- _tIsoparametric bar element -- _tIsoparametric Four-Node Quadrilateral Element -- _tIsoparametric Eight-Node Quadrilateral Element --. |
| 520 | 3 | _aFinite element analysis has become the most popular technique for studying engineering structures in detail. It is particularly useful whenever the complexity of the geometry or of the loading is such that alternative methods are inappropriate. The finite element method is based on the premise that a complex structure can be broken down into finitely many smaller pieces (elements), the behaviour of each of which is known or can be postulated. These elements might then be assembled in some sense to model the behaviour of the structure. Intuitively this premise seems reasonable, but there are many important questions that need to be answered. In order to answer them it is necessary to apply a degree of mathematical rigour to the development of finite element techniques. The approach that will be taken in this book is to develop the fundamental ideas and methodologies based on an intuitive engineering approach, and then to support them with appropriate mathematical proofs where necessary. It will rapidly become clear that the finite element method is an extremely powerful tool for the analysis of structures (and for other field problems), but that the volume of calculations required to solve all but the most trivial of them is such that the assistance of a computer is necessary. As stated above, many questions arise concerning finite element analysis. Some of these questions are associated with the fundamental mathematical formulations, some with numerical solution techniques, and others with the practical application of the method. In order to answer these questions, the engineer/analyst needs to understand both the nature and limitations of the finite element approximation and the fundamental behaviour of the structure. Misapplication of finite element analysis programs is most likely to arise when the analyst is ignorant of engineering phenomena. | |
| 530 | _aAlso available in print format. | ||
| 650 | 0 | _aFinite element method. | |
| 650 | 7 |
_aMATHEMATICS / Applied. _2bisacsh |
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| 650 | 7 |
_aSCIENCE / Mechanics / General. _2bisacsh |
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| 650 | 7 |
_aFEA. _2bisacsh |
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| 650 | 7 |
_aFEM. _2bisacsh |
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| 650 | 7 |
_aFinite Element Analysis. _2bisacsh |
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| 650 | 7 |
_aFinite Element Method. _2bisacsh |
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| 655 | 0 | _aElectronic books. | |
| 700 | 1 |
_aKhawaja, Hassan A., _eauthor. |
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| 710 | 2 | _aTaylor and Francis. | |
| 776 | 0 | 8 |
_iPrint version: _z9781138320734 |
| 856 | 4 | 0 |
_uhttps://www.taylorfrancis.com/books/9780429453076 _zClick here to view. |
| 999 |
_c130539 _d130539 |
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