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008			160922t20162017si a ob 000 0 eng d
020			_a9789811020629 _q(electronic bk.)
020			_a9811020620 _q(electronic bk.)
020			_z9789811020612 _q(print)
020			_z9811020612
035			_a(OCoLC)958934133 _z(OCoLC)958864479 _z(OCoLC)959426912 _z(OCoLC)961006696 _z(OCoLC)963269629 _z(OCoLC)965417472 _z(OCoLC)974650388 _z(OCoLC)981111256
040			_aGW5XE _cGW5XE _dN$T _dYDX _dEBLCP _dIDEBK _dOCLCF _dIDB _dUAB _dIOG _dESU _dZ5A _dJBG _dIAD _dICW _dICN _dAZU _dCOO _dMERUC _dUPM _dVT2 _dUWO _dOTZ _dOCLCO _dOCLCQ _dU3W _dES-MaUEC _bspa
050		4	_aTA660.S5 _bS246 2016 EB
100	1		_aSahoo, Sarmila, _eautor
245	1	0	_aDesign aids for stiffened composite shells with cutouts _cSarmila Sahoo.
264		1	_aSingapore _bSpringer _c[2016]
264		4	_c2017
300			_a1 recurso en línea (xi, 268 páginas) _bilustraciones
336			_aTexto _btxt _2rdacontent
337			_aelectrónico _bc _2rdamedia
338			_arecurso electrónico _bcr _2rdacarrier
347			_atext file _bPDF _2rda
490	0		_aSpringer transactions in civil and environmental engineering _x2363-7633
500			_aSpringerLink _bSpringer Engineering eBooks 2017 English+International
504			_aIncluye referencias bibliográficas
505	0		_aPreface; Contents; About the Author; Chapter 1: Fundamental Consideration; 1.1 Introduction; 1.2 Literature Review; 1.3 Mathematical Formulation; 1.3.1 Formulation for Shell; 1.3.1.1 Element Stiffness Matrix; 1.3.1.2 Element Mass Matrix; 1.3.2 Formulation for Stiffener; 1.3.3 Cutout Consideration; 1.3.4 Solution Procedure; 1.4 Validation Study; 1.5 Present Scope; 1.6 Closure; References; Chapter 2: Stiffened Cylindrical Shell with Cutout; 2.1 Introduction; 2.2 Problem; 2.3 Results and Discussion; 2.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts
505	8		_a2.3.1.1 Effect of Cutout Size on Fundamental Frequency2.3.1.2 Effect of Boundary Conditions; 2.3.1.3 Mode Shape; 2.3.2 Effect of Eccentricity of Cutout Position; 2.3.2.1 Fundamental Frequency; 2.3.2.2 Mode Shape; 2.4 Closure; References; Chapter 3: Stiffened Hypar Shell with Cutout; 3.1 Introduction; 3.2 Problem; 3.3 Results and Discussion; 3.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 3.3.1.1 Effect of Cutout Size on Fundamental Frequency; 3.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 3.3.1.3 Mode Shapes; 3.3.2 Effect of Eccentricity of Cutout Position
505	8		_a3.3.2.1 Fundamental Frequency3.3.2.2 Mode Shape; 3.4 Closure; References; Chapter 4: Stiffened Conoidal Shell with Cutout; 4.1 Introduction; 4.2 Problem; 4.3 Results and Discussion; 4.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 4.3.1.1 Effect of Cutout Size on Fundamental Frequency; 4.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 4.3.1.3 Mode Shapes; 4.3.2 Effect of Eccentricity of Cutout Position; 4.3.2.1 Fundamental Frequency; 4.3.2.2 Mode Shape; 4.4 Closure; References; Chapter 5: Stiffened Spherical Shell with Cutout; 5.1 Introduction; 5.2 Problem
505	8		_a5.3 Results and Discussion5.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 5.3.1.1 Effect of Cutout Size on Fundamental Frequency; 5.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 5.3.1.3 Mode Shape; 5.3.2 Effect of Eccentricity of Cutout Position; 5.3.2.1 Fundamental Frequency; 5.3.2.2 Mode Shape; 5.4 Closure; References; Chapter 6: Stiffened Saddle Shell with Cutout; 6.1 Introduction; 6.2 Problem; 6.3 Results and Discussion; 6.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 6.3.1.1 Effect of Cutout Size on Fundamental Frequency
505	8		_a6.3.1.2 Effect of Boundary Conditions on Fundamental Frequency6.3.1.3 Mode Shape; 6.3.2 Effect of Eccentricity of Cutout Position; 6.3.2.1 Fundamental Frequency; 6.3.2.2 Mode Shape; 6.4 Closure; References; Chapter 7: Stiffened Hyperbolic Paraboloid Shell with Cutout; 7.1 Introduction; 7.2 Problem; 7.3 Results and Discussion; 7.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 7.3.1.1 Effect of Cutout Size on Fundamental Frequency; 7.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 7.3.1.3 Mode Shapes; 7.3.2 Effect of Eccentricity of Cutout Position
520	3		_aThis book focuses on the free vibrations of graphite-epoxy laminated composite stiffened shells with cutout both in terms of the natural frequencies and mode shapes. The dynamic analysis of shell structures, which may have complex geometry and arbitrary loading and boundary conditions, is solved efficiently by the finite element method, even including cutouts in shells. The results may be readily used by practicing engineers dealing with stiffened composite shells with cutouts. Several shell forms viz. cylindrical shell, hypar shell, conoidal shell, spherical shell, saddle shell, hyperbolic paraboloidal shell and elliptic paraboloidal shell are considered in the book. The dynamic characteristics of stiffened composite shells with cutout are described in terms of the natural frequency and mode shapes. The size of the cutouts and their positions with respect to the shell centre are varied for different edge constraints of cross-ply and angle-ply laminated composite shells. The effects of these parametric variations on the fundamental frequencies and mode shapes are considered in detail. The information regarding the behavior of stiffened shells with cutouts for a wide spectrum of eccentricity and boundary conditions for cross ply and angle ply shells may be used as design aids for structural engineers. The book is a significant contribution to the existing literature from the point of view of both industrial importance and academic interest.
650		7	_aEstructuras mixtas _2embne _0(OCoLC)fst00871671 _0 _9160811
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-981-10-2062-9 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
988			_aEBOOK, asignarmaterias, EBSPRINGER_2017A
998			_b02/2018 _dz _e- _zSI
999			_c94598 _d94598 _x1