Muutke küpsiste eelistusi

E-raamat: Vibrations of Shells and Plates

(Purdue University, West Lafayette, Indiana, USA)
  • Formaat: EPUB+DRM
  • Sari: Mechanical Engineering
  • Ilmumisaeg: 11-Aug-2004
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781135528447
Teised raamatud teemal:
  • Formaat - EPUB+DRM
  • Hind: 182,00 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
  • Raamatukogudele
  • Formaat: EPUB+DRM
  • Sari: Mechanical Engineering
  • Ilmumisaeg: 11-Aug-2004
  • Kirjastus: CRC Press Inc
  • Keel: eng
  • ISBN-13: 9781135528447
Teised raamatud teemal:

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

With increasingly sophisticated structures involved in modern engineering, knowledge of the complex vibration behavior of plates, shells, curved membranes, rings, and other complex structures is essential for todays engineering students, since the behavior is fundamentally different than that of simple structures such as rods and beams. Now in its third edition, Vibrations of Shells and Plates continues to lay an analytical and computational foundation for the study of vibration in these structures.

Vibrations of Shells and Plates, Third Edition is updated with substantial new material reflecting advances made over the past decade since publication of the second edition. The author demonstrates how the vibration behavior of shells and plates differs from that of beams through theoretical development and examples. He also explains complicating effects on vibration such as the influence of rotation, shear, rotatory inertia, moment loading, residual stresses, and composite layers. New material includes the parabolic cylindrical shell, natural frequencies and modes, power series method, and explicit strain energy equations for many standard cases.

Intended for graduate and post-graduate study in vibration, acoustics, noise control, and stress analysis, this textbook provides a strong foundation in vibration theory, offers analytical solutions that illustrate actual behavior of structures, and prepares students to perform finite element and finite difference analysis.

Arvustused

"...well-written and well organized." - Applied Mechanics Reviews"

Historical Development of Vibration Analysis of Continuous Structural Elements
1(6)
References
4(3)
Deep Shell Equations
7(44)
Shell Coordinates and Infinitesimal Distances in Shell Layers
8(5)
Stress--Strain Relationships
13(2)
Strain--Displacement Relationships
15(7)
Love Simplifications
22(2)
Membrane Forces and Bending Moments
24(4)
Energy Expressions
28(2)
Love's Equations by Way of Hamilton's Principle
30(5)
Boundary Conditions
35(4)
Hamilton's Principle
39(4)
Other Deep Shell Theories
43(3)
Shells of Nonuniform Thickness References
46(1)
Radii of Curvature
47(4)
References
50(1)
Equations of Motion for Commonly Occurring Geometries
51(13)
Shells of Revolution
51(3)
Circular Conical Shell
54(2)
Circular Cylindrical Shell
56(1)
Spherical Shell
57(2)
Other Geometries
59(5)
References
63(1)
Nonshell Structures
64(11)
Arch
64(3)
Beam and Rod
67(1)
Circular Ring
68(1)
Plate
69(3)
Torsional Vibration of Circular Cylindrical Shell and Reduction to a Torsion Bar
72(3)
References
74(1)
Natural Frequencies and Modes
75(70)
General Approach
75(2)
Transversely Vibrating Beams
77(5)
Circular Ring
82(4)
Rectangular Plates that are Simply supported Along Two Opposing Edges
86(7)
Circular Cylindrical Shell Simply Supported
93(9)
Circular Plates Vibrating Transversely
102(1)
Example: Plate Clamped at Boundary
103(3)
Orthogonality Property of Natural Modes
106(3)
Superposition Modes
109(4)
Orthogonal Modes from Nonorthogonal Superposition Modes
113(4)
Distortion of Experimental Modes Because of Damping
117(3)
Separating Time Formally
120(2)
Uncoupling of Equations of Motion
122(2)
In-Plane Vibrations of Rectangular Plates
124(4)
In-Plane Vibration of Circular Plates
128(3)
Deep Circular Cylindrical Panel Simply Supported at All Edges
131(2)
Natural Mode Solutions by Power Series
133(9)
On Regularities Concerning Nodelines
142(3)
References
143(2)
Simplified Shell Equations
145(33)
Membrane Approximation
145(1)
Axisymmetric Eigenvalues of a Spherical Shell
146(5)
Bending Approximation
151(1)
Circular Cylindrical Shell
152(1)
Zero In-Plane Deflection Approximation
153(1)
Example: Curved Fan Blade
154(1)
Donnell-Mushtari-Vlasov Equations
154(3)
Natural Frequencies and Modes
157(1)
Circular Cylindrical Shell
157(2)
Circular Duct Clamped at Both Ends
159(2)
Vibrations of a Freestanding Smokestack
161(1)
Special Cases of the Simply Supported Closed Shell and Curved Panel
162(1)
Barrel-Shaped Shell
163(2)
Spherical Cap
165(2)
Inextensional Approximation: Ring
167(1)
Toroidal Shell
168(2)
The Barrel-Shaped Shell Using Modified Love Equations
170(4)
Doubly Curved Rectangular Plate
174(4)
References
176(2)
Approximate Solution Techniques
178(29)
Approximate Solutions by Way of the Variational Integral
179(2)
Use of Beam Functions
181(3)
Galerkin's Method Applied to Shell Equations
184(7)
Rayleigh-Ritz Method
191(5)
Southwell's Principle
196(3)
Dunkerley's Principle
199(2)
Strain Energy Expressions
201(6)
References
206(1)
Forced Vibrations of Shells by Modal Expansion
207(49)
Model Participation Factor
207(3)
Initial Conditions
210(1)
Solution of the Modal Participation Factor Equation
211(3)
Reduced Systems
214(1)
Steady-State Harmonic Response
215(1)
Step and Impulse Response
216(1)
Influence of Load Distribution
217(3)
Point Loads
220(5)
Line Loads
225(2)
Point Impact
227(3)
Impulsive Forces and Point Forces Described by Dirac Delta Functions
230(2)
Definitions and Integration Property of the Dirac Delta Function
232(1)
Selection of Mode Phase Angles for Shells of Revolution
233(3)
Steady-State Circular Cylindrical Shell Response to Harmonic Point Load with All Mode Components Considered
236(4)
Initial Velocity Excitation of a Simply Supported Cylindrical Shell
240(3)
Static Deflections
243(1)
Rectangular Plate Response to Initial Displacement Caused by Static Sag
243(3)
The Concept of Modal Mass, Stiffness Damping and Forcing
246(2)
Steady State Response of Shells to Periodic Forcing
248(3)
Plate Response to a Periodic Square Wave Forcing
251(2)
Beating Response to Steady state Harmonic Forcing
253(3)
References
255(1)
Dynamic Influence (Green's) Function
256(25)
Formulation of the Influence Function
257(2)
Solution to General Forcing Using the Dynamic Influence Function
259(1)
Reduced Systems
260(1)
Dynamic Influence Function for the Simply Supported Shell
261(2)
Dynamic Influence Function for the Closed Circular Ring
263(1)
Traveling Point Load on Simply Supported Cylindrical Shell
264(3)
Point Load Traveling Around a Closed Circular Cylindrical Shell in Circumferential Direction
267(4)
Steady-State Harmonic Green's Function
271(1)
Rectangular Plate Examples
272(5)
Floating Ring Impacted by a Point Mass
277(4)
References
279(2)
Moment Loading
281(20)
Formulation of Shell Equations That Include Moment Loading
282(2)
Modal Expansion Solution
284(1)
Rotating Point Moment on a Plate
285(2)
Rotating Point Moment on a Shell
287(2)
Rectangular Plate Excited by a Line Moment
289(2)
Response of a Ring on an Elastic Foundation to a Harmonic Point Moment
291(4)
Moment Green's Function
295(6)
References
300(1)
Vibration of Shells and Membranes Under the Influence of Initial Stresses
301(21)
Strain-Displacement Relationships
302(3)
Equations of Motion
305(4)
Pure Membranes
309(2)
Example: The Circular Membrane
311(4)
Spinning Saw Blade
315(3)
Donnell-Mushtari-Valsove Equations Extended to Include Initial Stresses
318(4)
References
320(2)
Shell Equations with Shear Deformation and Rotatory Inertia
322(15)
Equations of Motion
322(3)
Beams with Shear Deflection and Rotatory Inertia
325(4)
Plates with Transverse Shear Deflection and Rotatory Inertia
329(4)
Circular Cylindrical Shells with Transverse Shear Deflection and Rotatory Inertia
333(4)
References
336(1)
Combinations of Structures
337(43)
Receptance Method
338(1)
Mass Attached to Cylindrical Panel
339(3)
Spring Attached to Shallow Cylindrical Panel
342(2)
Harmonic Response of a System in Terms of Its Component Receptances
344(3)
Dynamic Absorber
347(3)
Harmonic Force Applied Though a Spring
350(3)
Steady-State Response to Harmonic Displacement Excitation
353(1)
Complex Receptances
354(2)
Stiffening of Shells
356(4)
Two Systems Joined by Two or More Displacement
360(2)
Suspension of an Instrument Package in a Shell
362(3)
Subtracting Structural Subsystems
365(5)
Three and More Systems Connected
370(4)
Examples of Three Systems Connected to Each Other
374(6)
References
378(2)
Hysteresis Damping
380(11)
Equivalent Viscous Damping Coefficient
381(1)
Hysteresis Damping
381(3)
Direct Utilization of Hysteresis Model in Analysis
384(2)
Hysteretically Damped Plate Excited by Shaker
386(2)
Steady State Response to Periodic Forcing
388(3)
References
390(1)
Shells Made of Composite Material
391(24)
Nature of Composites
391(1)
Lamina-Constitutive Relationship
392(5)
Laminated Composite
397(2)
Equation of Motion
399(1)
Orthotropic Plate
400(2)
Circular Cylindrical Shell
402(4)
Orthotropic Nets or Textiles Under Tension
406(2)
Hanging Net or Curtain
408(2)
Shells Made of Homogeneous and Isotropic Lamina
410(2)
Simply Supported Sandwich Plates and Beams Composed of Three Homogeneous and Isotropic Lamina
412(3)
References
414(1)
Rotating Structures
415(23)
String Parallel to Axis of Rotation
415(7)
Beam Parallel to Axis of Rotation
422(3)
Rotating Ring
425(3)
Rotating Ring Using Inextensional Approximation
428(3)
Cylindrical Shell Rotating with Constant Spin About Its Axis
431(1)
General Rotations of Elastic Systems
432(1)
Shells of Revolution with Constant Spin About their Axes of Revolution
433(3)
Spinning Disk
436(2)
References
436(2)
Thermal Effects
438(8)
Stress Resultants
438(2)
Equations of Motion
440(3)
Plate
443(1)
Arch, Ring, Beam, and Rod
443(1)
Limitations
444(2)
References
445(1)
Elastic Foundations
446(23)
Equations of Motion for Shells on Elastic Foundations
447(1)
Natural Frequencies and Modes
447(1)
Plates on Elastic Foundations
448(1)
Ring on Elastic Foundation
449(2)
Donnell-Mushtari-Vlasov Equations with Transverse Elastic Foundation
451(1)
Forces Transmitted into the Base of the Elastic Foundation
451(2)
Vertical Force Transmission Through the Elastic Foundation of a Ring on a Rigid Wheel
453(5)
Response of a Shell on an Elastic Foundation to Base Excitation
458(2)
Plate Examples of Base Excitations and Force Transmission
460(2)
Natural Frequencies and Modes of a Ring on an Elastic Foundation in Ground Contact at a Point
462(2)
Response of a Ring on an Elastic Foundation to a Harmonic Point Displacement
464(5)
References
468(1)
Similitude
469(11)
General Similitude
469(2)
Derivation of Exact Similitude Relationships for Natural Frequencies of Thin Shells
471(1)
Plates
472(2)
Shallow Spherical Panels of Arbitrary Contours (Influence of Curvature)
474(2)
Forced Response
476(1)
Approximate Scaling of Shells Controlled by Membrane Stiffness
477(1)
Approximate Scaling of Shells Controlled by Bending Stiffness
478(2)
References
479(1)
Interactions with Liquids and Gases
480(35)
Fundamental Form in Three-Dimensional Curvilinear Coordinates
480(2)
Stress-Strain-Displacement Relationships
482(4)
Energy Expressions
486(1)
Equations of Motion of Vibroelasticity with Shear
487(5)
Example: Cylindrical Coordinates
492(1)
Example: Cartesian Coordinates
493(2)
One-Dimensional Wave Equations for Solids
495(1)
Three-Dimensional Wave Equations for Solids
496(2)
Three-Dimensional Wave Equations for Inviscid Compressible Liquids and Gases (Acoustics)
498(4)
Interface Boundary Conditions
502(1)
Example: Acoustic Radiation
502(3)
Incompressible Liquids
505(1)
Example: Liquid on Plate
506(5)
Orthogonality of Natural Modes for Three-Dimensional Solids, Liquids, and Gases
511(4)
References
513(2)
Discretizing Approaches
515(24)
Finite Differences
515(5)
Finite Elements
520(13)
Free and Forced Vibration Solutions
533(6)
References
538(1)
Index 539


Werner Soedel