3 dof mass spring system pdf

Use newton s second law to write the equation of motion. System of multi dof are studied in a great number of problems in. Observe the open loop pole locations and system response for a keep 0. For this reason, it is often sufficient to consider only the lowest frequency mode in design calculations. Springmass systems now consider a horizontal system in the form of masses on springs again solve via decoupling and matrix methods obtain the energy within the system find specific solutions. A system of masses connected by springs is a classical system with several degrees of freedom. I wanted to use the influence coefficient method where i select the leftmost mass to undergo a unit force while keeping the other masses fixed. The first natural mode of oscillation occurs at a frequency of. Then we derived the equations of motion for a simple 2 dof springmass system refer fig. The mass moment of inertia of the rod about a is i a 1 3 ml2. Massspringdamper systems the theory the unforced massspring system the diagram shows a mass, m, suspended from a spring of natural length l and modulus of elasticity if the elastic limit of the spring is not exceeded and the mass hangs in equilibrium, the spring will extend by an amount, e, such that by hookes law the tension in the. This is a one degree of freedom system, with one x i.

Modelling and simulation of 3 dof mass spring system equivalent of 3 storey building by using ansys 18. In this experiment, two masses are interconnected with springs on a horizontal frictionless track. I was given the attached 3 degree of freedom spring system with the purpose of analyzing it. The tire is represented as a simple spring, although a damper is often included to represent the small amount of damping inherent to the viscoelastic nature of the tire the road irregularity is represented by q, while m 1, m 2, k t,k and c are the unsprung mass, sprung mass, suspension stiffness. The energy in a dynamic system consists of the kinetic energy and the potential energy. Position control of a 3dof springmassdamper system with parametric variations is considered. Spring system 3 dof system and its properties while changing stiffness. The spring force acting on the mass is given as the product of the spring constant k nm and displacement of mass x m according to hooks law. The horizontal vibrations of a singlestory building can be conveniently modeled as a single degree of freedom system. Determine the period that the spring mass system will oscillate for any nonzero initial conditions. Work on the following activity with 23 other students during class but be sure to complete your own copy and nish the exploration outside of class.

Cee 379 1dspring systems 1 application of directstiffness method to 1d spring systems the analysis of linear, onedimensional spring systems provides a convenient means of introducing the direct stiffness method, the analysis method most commonly used in modern structural analysis. Simple variable mass 3dof body axes implement threedegreesoffreedom equations of motion of simple variable mass with respect to body axes. If b is given a small sideward displacement and released, determine the natural period of vibration. A typical mechanical massspring system with a single dof is shown in fig. Hang the massspring system high over your lab bench and place the sonar detector above it. Thus the motions of the mass 1 and mass 2 are out of phase. Of primary interest for such a system is its natural frequency of vibration. A three degreeoffreedom mass spring system consisting of three identical masses connected between four identical springs has three distinct natural modes of oscillation. Equations of motion for 2 dof system and simulink model from free body diagram of the system following equations of motions can be derived.

Unit 22 vibration of multi degreeof freedom systems. Pdf on jun 7, 2014, mostafa ranjbar and others published vibration analysis. Examples of the mass spring system and the pendulum are illustrated in. Rayleighs energy method rayleighs method is based on the principle of conservation of energy. Three spring coupled masses consider a generalized version of the mechanical system discussed in section 4. Each mode can be excited independently from the other modes. Lagranges equations the motion of particles and rigid bodies is governed by newtons law. Simple variable mass 3dof wind axes implement threedegreesoffreedom equations of motion of simple variable mass with respect to wind axes.

To investigate the mass spring systems in chapter 5. In physics, the degrees of freedom dof of a mechanical system is the number of independent parameters that define its configuration or state. In fact, depending on the initial conditions the mass of an overdamped mass spring system might or might not cross over its equilibrium position. Sep 14, 2012 this video describes the free body diagram approach to developing the equations of motion of a spring mass damper system. Draw the free body diagram of each mass or rigid body in the system. This approach works because the assumed solution qest is also used for the 1st order system. The uniform rod of mass m is supported by a pin at a and a spring at b. Sep 07, 2012 3dof massspring system a three degreeoffreedom massspring system consisting of three identical masses connected between four identical springs has three distinct natural modes of oscillation. For a system with n degrees of freedom, they are nxn matrices the springmass system is linear. In fact, depending on the initial conditions the mass of an overdamped massspring system might or. For analysis purpose, the simple quarter car model is considered. Three springcoupled masses consider a generalized version of the mechanical system discussed in section 4. However, it is also possible to form the coefficient matrices directly, since each parameter in a mass dashpot spring system has a very distinguishable role. Im having difficulty finding the modes of vibration.

We wish to examine when a sinusoidal forcing function of the form f0 cos. In the last lecture, we started the analysis of 2 dof system. Forming equations of motion for multiple degreeoffreedom. For a system with two masses or more generally, two degrees of freedom, m and k are 2x2 matrices. Modes of vibration of 3dof spring mass system physics. Hello i am having trouble trying to find the correct model for this coupled spring system.

It is important in the analysis of systems of bodies in mechanical engineering, structural engineering, aerospace engineering, robotics, and other fields the position of a single railcar engine moving along a track has one degree of freedom because. Pdf vibration analysis of multi degree of freedom selfexcited. Fema 451b topic 3 notes slide 4 instructional material complementing fema 451, design examples sdof dynamics 3 4 idealized sdof structure mass stiffness damping ft ut, t ft t ut the simple frame is idealized as a sdof massspringdashpot model with a timevarying applied load. Note that the frequency decreases with increasing mass, but increases with increasing sti. Ceiling spring mass1 spring2 mass2 spring 3 mass3 end. This type of excitation is common to many system involving rotating and reciprocating motion. We discussed about the different coordinate systems to express the vibratory motion of a system. Next the equations are written in a graphical format suitable for input. Then we derived the equations of motion for a simple 2 dof spring mass system refer fig.

This video describes the free body diagram approach to developing the equations of motion of a springmassdamper system. Applying equation 10 to the lagrangian of this simple system, we obtain the familiar di. Cee 379 1d spring systems 1 application of directstiffness method to 1d spring systems the analysis of linear, onedimensional spring systems provides a convenient means of introducing the direct stiffness method, the analysis method most commonly used in modern structural analysis. This means that its configuration can be described by two generalized coordinates, which can be chosen to be the displacements of the first. Modes of vibration of 3dof spring mass system physics forums. To obtain solutions for the free response in a damped system, the state variable form of the equations of motion are used. Hang the mass spring system high over your lab bench and place the sonar detector above it. This is not because springmass systems are of any particular interest, but. The natural frequencies are 0, 1 and square root of 3 rads. Dynamics of simple oscillators single degree of freedom. Modelling and simulation of 3dof mass spring system equivalent of 3storey building by using ansys 18. The mass of the system is 10 kg and the spring stiffness. So, we obtained the equations of motion for the spring mass system in matrix.

Dynamics of simple oscillators single degree of freedom systems 3. However, it is also possible to form the coefficient matrices directly, since each parameter in a massdashpotspring system has a very distinguishable role. Nov 19, 2017 the natural frequencies are 0, 1 and square root of 3 rads. Plots of the two steady state solutions from example 3. The general form of this solution is shown in figure 1. Nov 14, 2016 1 dof spring mass free vibration for slide in fea fundamentals course. Multiple degrees of freedom structural dynamics 5 l. A typical mechanical mass spring system with a single dof is shown in fig.

Simple vibration problems with matlab and some help. Direct model reference adaptive control with feedforward compensator is designed and implemented on. There are 3 degrees of freedom in this problem since to fully characterize the system we must know the positions of the three masses x 1, x 2, and x 3 three free body diagrams are needed to form the equations of motion. Dynamics of simple oscillators single degree of freedom systems. Position control of a 3 dof spring mass damper system with parametric variations is considered. Three free body diagrams are needed to form the equations of motion. Suppose that a mass of m kg is attached to a spring. Consider a viscously damped two degree of freedom springmass system shown in. A mass spring system with such type displacement function is called overdamped. They depend on the mass and stiffness properties of the system. Abstract the purpose of the work is to obtain natural frequencies and mode shapes of 3 storey building by an equivalent mass spring. Suppose that the motion of a springmass system is governed. The kinetic energy is stored in the mass and is proportional to the square of the.

Furthermore, the mass is allowed to move in only one direction. So, we obtained the equations of motion for the springmass system in matrix. The cd on the hanging mass is so that the detector can see the motion of the hanging mass. Introduction all systems possessing mass and elasticity are capable of free vibration, or vibration that takes place in the absence of external excitation.

Massspring system an overview sciencedirect topics. On mechanical vibration analysis of a multi degree of. Study the response of the mass spring system to various initial conditions using the matlab file springmassinit. A massspring system with such type displacement function is called overdamped. A nonlinear system has more complicated equations of motion, but these can always be arranged into the standard matrix form by assuming that the displacement of the system is small, and linearizing. Moreover, many other forces can be represented as an infinite. For the love of physics walter lewin may 16, 2011 duration. Suppose that the motion of a springmass system is governed by the initial value problem we have m 1.

Implementation of direct adaptive control on 3dof spring. For example, a system consisting of two masses and three springs has two degrees of freedom. Ceiling spring mass 1 spring 2 mass 2 spring 3 mass 3 end. In this system, a damping factor is neglected for simplicity. I came up with the following system of differential equations in the 2nd order to model this problem. This means we can idealize the system as just a single dof system, and think of it as a simple spring mass system as described in the early part of this chapter. Structural dynamics of linear elastic singledegreeof. Fema 451b topic 3 notes slide 1 instructional material complementing fema 451, design examples sdof dynamics 3 1 structural dynamics of linear elastic singledegreeoffreedom sdof systems this set of slides covers the fundamental concepts of structural dynamics of linear elastic singledegreeoffreedom sdof structures. At this requency, all three masses move together in the same.

13 1540 1005 685 17 962 734 1167 845 1007 670 1431 222 947 922 1528 23 811 525 1171 1280 321 91 1111 599 820 802 1614 1608 50 1640 1068 528 676 78 735 1482 1116 600 820 737 824 1469