You have 3 free guides left 😟
Unlock your guides
You have 3 free guides left 😟
Unlock your guides

Energy methods in vibration analysis offer powerful tools for understanding single degree-of-freedom systems. By focusing on and transformation, these techniques provide insights into system behavior without explicitly considering forces.

Lagrange's equations, the Rayleigh quotient, and energy minimization principles form the foundation of these methods. They enable analysis of complex systems, estimation of natural frequencies, and determination of mode shapes, making them invaluable in mechanical vibrations study.

Energy Conservation for SDOF Systems

Principles of Energy Conservation

Top images from around the web for Principles of Energy Conservation
Top images from around the web for Principles of Energy Conservation
  • Conservation of energy states total energy of isolated system remains constant over time
  • Energy transforms between different forms without being created or destroyed
  • In Single Degree of Freedom (SDOF) system, total energy equals sum of kinetic and
  • Total energy remains constant in absence of damping or external forces
  • Work done by conservative forces expressed as change in potential energy (path-independent)
  • Energy methods derive equations of motion without explicitly considering forces
  • Particularly useful for analyzing nonlinear systems where force-based approaches challenging
  • Virtual work concept applies to SDOF systems by considering infinitesimal displacements

Applications in SDOF Analysis

  • Energy conservation principle used to analyze SDOF system behavior
  • Helps understand energy transfer between kinetic and potential forms during oscillation
  • Enables calculation of maximum displacements and velocities
  • Useful for determining system response to initial conditions
  • Facilitates analysis of nonlinear spring systems (Duffing oscillator)
  • Aids in studying energy harvesting from vibrating systems
  • Provides insights into system stability and equilibrium positions

Equations of Motion with Lagrange's Equations

Lagrangian Formulation

  • Lagrange's equations offer systematic method for deriving equations of motion
  • Applicable to mechanical systems, including SDOF vibration systems
  • (L) defined as difference between (T) and potential energy (V): L=TVL = T - V
  • For conservative system with n generalized coordinates, Lagrange's equations expressed as: ddt(Lq˙i)Lqi=0\frac{d}{dt}\left(\frac{\partial L}{\partial \dot{q}_i}\right) - \frac{\partial L}{\partial q_i} = 0
    • qiq_i represents generalized coordinates
    • q˙i\dot{q}_i represents time derivatives of generalized coordinates
  • Non-conservative systems include generalized forces (QiQ_i) on right-hand side: ddt(Lq˙i)Lqi=Qi\frac{d}{dt}\left(\frac{\partial L}{\partial \dot{q}_i}\right) - \frac{\partial L}{\partial q_i} = Q_i

Advantages and Applications

  • Choice of generalized coordinates allows flexible formulation compared to Newtonian mechanics
  • Automatically eliminates constraint forces, simplifying analysis of complex systems
  • Particularly useful for systems with multiple interconnected components (coupled pendulums)
  • Application to SDOF systems yields single second-order differential equation describing motion
  • Facilitates analysis of systems with holonomic constraints (pendulum with fixed length)
  • Enables straightforward incorporation of non-conservative forces (damping, external excitation)
  • Provides foundation for advanced analytical techniques (, variational methods)

Energy Expressions for SDOF Systems

Kinetic Energy Formulations

  • Kinetic energy (T) in SDOF system associated with mass motion
  • For translational systems, kinetic energy expressed as T=12mv2T = \frac{1}{2}mv^2
    • m represents mass
    • v represents velocity
  • Rotational SDOF systems use kinetic energy expression T=12Iω2T = \frac{1}{2}I\omega^2
    • I represents moment of inertia
    • ω represents angular velocity
  • For systems with both translational and rotational motion, total kinetic energy is sum of both components
  • Time-varying kinetic energy indicates energy exchange in system (simple harmonic motion)

Potential Energy Sources

  • Potential energy (V) in SDOF system arises from various sources
  • Gravitational potential energy: V=mghV = mgh (mass suspended by spring)
  • Elastic potential energy in linear spring system: V=12kx2V = \frac{1}{2}kx^2
    • k represents spring constant
    • x represents displacement from equilibrium
  • Nonlinear spring systems may involve higher-order terms: V=12kx2+14k3x4V = \frac{1}{2}kx^2 + \frac{1}{4}k_3x^4 (Duffing oscillator)
  • Electrostatic potential energy in capacitive MEMS devices: V=12CV2V = \frac{1}{2}CV^2
  • Magnetic potential energy in electromagnetic systems: V=12LI2V = -\frac{1}{2}LI^2
  • Total energy (E) equals sum of kinetic and potential energies: E=T+VE = T + V
  • Constant total energy in conservative systems used to analyze behavior at different motion points

Natural Frequencies and Mode Shapes with Energy Methods

Rayleigh Quotient Method

  • Rayleigh quotient estimates fundamental using assumed mode shapes
  • Defined as ratio of maximum potential energy to maximum kinetic energy for given mode shape: ω2=max potential energymax kinetic energy\omega^2 = \frac{\text{max potential energy}}{\text{max kinetic energy}}
  • Provides upper bound estimate of fundamental frequency
  • Accuracy depends on closeness of assumed mode shape to actual mode shape
  • Useful for quick approximations of natural frequencies (cantilever beam, simply supported plate)
  • Can be applied to continuous systems with distributed mass and stiffness

Rayleigh-Ritz and Energy Minimization

  • Rayleigh-Ritz method extends Rayleigh quotient to approximate higher frequencies and mode shapes
  • System displacement expressed as linear combination of assumed mode shapes
  • Coefficients determined to minimize total energy
  • Principle of minimum potential energy states true deformed shape minimizes total potential energy
  • Used to derive mode shapes for complex structures (aircraft wings, bridge decks)
  • Accuracy improves with increased number of assumed mode shapes
  • Provides foundation for finite element analysis in structural dynamics

Applications in Continuous Systems

  • Energy methods derive approximate solutions for natural frequencies and mode shapes
  • Particularly useful when exact solutions difficult or impossible to obtain
  • Applied to beams, plates, and shells with various boundary conditions
  • Enables analysis of structures with non-uniform properties (tapered beams)
  • Facilitates study of coupled systems (fluid-structure interaction)
  • Accuracy depends on choice and number of assumed mode shapes
  • Serves as basis for more advanced techniques (dynamic stiffness method, spectral element method)
© 2024 Fiveable Inc. All rights reserved.
AP® and SAT® are trademarks registered by the College Board, which is not affiliated with, and does not endorse this website.


© 2024 Fiveable Inc. All rights reserved.
AP® and SAT® are trademarks registered by the College Board, which is not affiliated with, and does not endorse this website.

© 2024 Fiveable Inc. All rights reserved.
AP® and SAT® are trademarks registered by the College Board, which is not affiliated with, and does not endorse this website.
Glossary
Glossary