Research Article  Open Access
OutofPlane Vibration of Curved Uniform and Tapered Beams with Additional Mass
Abstract
As there is a gap in literature about outofplane vibrations of curved and variable crosssectioned beams, the aim of this study is to analyze the free outofplane vibrations of curved beams which are symmetrically and nonsymmetrically tapered. Outofplane free vibration of curved uniform and tapered beams with additional mass is also investigated. Finite element method is used for all analyses. Curvature type is assumed to be circular. For the different boundary conditions, natural frequencies of both symmetrical and unsymmetrical tapered beams are given together with that of uniform tapered beam. Bending, torsional, and rotary inertia effects are considered with respect to noshear effect. Variations of natural frequencies with additional mass and the mass location are examined. Results are given in tabular form. It is concluded that (i) for the uniform tapered beam there is a good agreement between the results of this study and that of literature and (ii) for the symmetrical curved tapered beam there is also a good agreement between the results of this study and that of a finite element model by using MSC.Marc. Results of outofplane free vibration of symmetrically tapered beams for specified boundary conditions are addressed.
1. Introduction
Due to their importance and wide using areas in engineering, dynamics of curved beams have been prevalently investigated by many researchers. Particularly, vibration analysis of curved beams has been a remarkable research area in mechanics due to its various applications. For the complicated problems of many architectural and structural implementations, curved beams with variable crosssections are generally main parts, such that beams can be used not only in the design of rib, curved continuous bridge, and ship, but also in gear, pump, turbine and so on. Kawakami et al. [1] present an approximate method to study the analysis for the inplane and outofplane free vibration of horizontally curved beams with arbitrary shapes and variable crosssections. It is stated that the characteristic equation for free vibration can be derived by applying the Green function, which is obtained as a discrete type solution of differential equations governing the flexural behavior of the curved beam under the action of a concentrated load. Krishnan and Suresh [2] investigate the effect of shear deformation and rotary inertia on natural and cross over frequencies of both curved uniform and nonuniform (varied crosssection) beams by using a simple cubic linear beam element. Results of free and forced inplane vibrations of circular arches with variable crosssections are given by Tong et al. [3] using the Kirchhoff assumptions for thin beams and taking the neutral axis as inextensible. Huang et al. [4] take into consideration outofplane dynamics of beams with arbitrarily varying curvature and crosssection by dynamic stiffness matrix method. Viola et al. [5, 6] investigate the inplane linear free vibrations of nonuniform circular arches with damaged configurations by using analytical and generalized differential quadrature (GDQ) methods. Tornabene et al. [7] apply GDQ to solve linear dynamics of the arch with different geometrical and boundary conditions. Viola et al. [8, 9] present a solution of free harmonic vibration problem of multistepped and multidamaged arches by using analytical and GDQ with domain decomposition technique (GDQE) methods. Inplane free vibration of circular arches is worked by Liu and Wu [10] using the generalized differential quadrature rule (GDQR). Arches with uniform, continuously varying, and stepped crosssections are presented to illustrate the validity and accuracy of the GDQR. Karami and Malekzadeh [11] analyze inplane free vibration of circular arches with varying crosssections by developing a differential quadrature method. A boundary element method is developed by Sapountzakis [12] for the nonuniform torsional vibration problem of doubly symmetric composite bars of arbitrary variable crosssection. Chen [13] uses the differential quadrature element method (DQEM) for inplane vibration analysis models of arbitrarily curved beam structures. Tufekci and Dogruer [14] analyze free outofplane vibrations of a circular arch with uniform crosssection with respect to effects of transverse shear and rotary inertia due to the both flexural and torsional vibrations. Yang et al. [15] investigate free inplane vibration of uniform and nonuniform curved beams with variable curvatures, including the effects of the axis extensibility, shear deformation, and rotary inertia by using extendedHamilton principle. Shin et al. [16] solve the problem of vibration of a circular arch with variable crosssection using differential transformation and generalized differential quadrature. Similarly, on one hand, Malekzadeh et al. [17–19] present inplane free vibration of laminated/functionally graded circular arches according to the differential quadrature method. On the other hand, Malekzadeh et al. [20] investigate outofplane free vibration of functionally graded circular curved beams in thermal environment. Another work about functionally graded circular curved beams is held by Piovan et al. [21]. In order to obtain natural frequencies for “bare” and “loaded” curved beams for different end conditions, Wu et al. [22] present an effective approach for free inplane vibration analysis of a curved beam with various arbitrary concentrated elements. Özyiğit and Işık [23] investigate inplane vibration of curved beams with variable crosssections carrying additional mass to compute frequencies of symmetrical and nonsymmetrical tapered beams with different mass locations. Ni et al. [24] pay attention to inplane and outofplane free vibration and stability of a curved rod in flow. Vibration suppression of curved beams is regarded by Rostam et al. [25]. The performance of two curved beam element models based on coupled polynomial displacement fields is taken into account by Ishaquddin et al. [26] for outofplane vibration of arches. The coupled polynomial interpolation fields are derived independently for Timoshenko and EulerBernoulli beam elements using the forcemoment equilibrium equations. Lee and Jeong [27] consider flexural and torsional free vibrations of horizontally curved beams on Pasternak foundations.
Since outofplane vibrations of curved and variable crosssectioned beams are not widely studied, the purpose of this work is to analyze the free outofplane vibrations of curved beams which are symmetrically and nonsymmetrically tapered. In this analysis, the linear free outofplane vibrations of uniform and variable crosssection beams are considered by finite element method (FEM). The curvature of beams is circular and the crosssections are taken circular and rectangular. The natural frequency is computed for different boundary conditions. An additional mass on beam is also considered and its effects on natural frequencies are investigated.
2. Modeling and Governing Equations
In applying finite element method to the approximate solution of curved beam problems, the following procedure can be considered [28–30]: Curved beam is modeled as a finite element as shown in Figure 1. , , and are global coordinates, and , , and are the tangential, radial, and outofplane displacements for the curved beam, respectively. Curved beam lies in plane, is tangential coordinate, and is the arch angle of one finite element. The outofplane elastic and kinetic energy equations of the curved beam can be expressed as follows:where is the crosssectional area, is modulus of elasticity, is modulus of rigidity, and and are mass moment and polar moment of inertia, respectively. Due to the fact that the beam is assumed to be of BernoulliEuler type, shear effect on the beam is neglected. In (1), denotes differentiation with respect to time . Outofplane curvature change, torsion, and slope terms arewhere is the torsional displacement of the curved element. Outofplane displacement vector for one finite element isThree degrees of freedom are taken for each node of elements. By following the finite element procedure, the stiffness and inertia matrices are obtained for outofplane vibrations.
3. Free Vibration Analysis: Results and Discussion
Matrix equation for the free vibrations of the curved beam starts with an equation of the formwhere is a global displacement vector and and are global stiffness and inertia matrices, respectively. The solution of (4) is assumed to bewhere , is natural frequency, and is displacement amplitude vector of all nodes. Then, one can obtain the eigenvalue equation giving the natural frequencies for both inplane and outofplane vibrations
3.1. Convergence Study
A convergence study against the number of used elements is also put into consideration to see appropriate error reduction properties of the outofplane natural frequencies of the beam with or without mass under clamped end condition (CC). Results of the convergence study are given in Tables 1 and 2. It can be noted that the experimental convergence starts with 10 elements and ends up with 100 elements. The number of elements for optimal convergence is in the range of 90 and 100.


3.2. Uniform Beams
According to the finite element model proposed, vibration of uniform circularly curved beams is compared with that of the literature. Results of the outofplane dimensionless frequencies of curved beams for clamped end condition (CC) are given in Table 3. It can be noted that the results of the present study coincide with the results of the literature.

3.3. Curved Tapered Beams
Actually, many studies about inplane vibrations of curved tapered beams can be found in literature [2, 3, 5–11, 16–20]. However, outofplane vibrations of curved and variable crosssectioned beams are not widely studied. The aim of this study is to analyze the free outofplane vibrations of curved beams which are symmetrically and nonsymmetrically tapered (see Figures 2 and 3).
It is assumed that (i) each beam possesses a constant width with as radius of the curvature, as arc angle, and as crosssection change parameter and (ii) the beam is circularly curved and its crosssection is rectangular with height of the crosssection as at the beginning, at the crown, and at the end for an unsymmetrical tapered beam and as at both ends and at the crown for a symmetrical tapered beam.
For the comparison of outofplane nondimensional fundamental natural frequency parameters, symmetrical tapered curved beam analysis under CC end condition (see Figure 3) is assumed to be under plane strain condition and the generalpurpose finite element code MSC.Marc (v2014, MSC Software, Santa Ana, CA, USA) is used. Fournode linear plane strain element (full integration 11) is considered for all five finite element beam models with constant 14400 elements, respectively. Results for the symmetrical curved tapered beam are given in Table 4. It is obvious that there is a good agreement between the results of this study and that of finite element model by MSC.Marc.

3.3.1. Unsymmetrical Tapered Beams
In the first part of this section, analysis of an unsymmetrical tapered beam or beam with varying crosssection, change of arc angle at different end conditions is considered. Crosssection change parameter is taken as 0.2 and 0.4 while is same for both (). First natural frequency parameters for clamped (CC), clampedhinged (CH), and hinged (HH) end conditions are shown in Table 5. It is noted that (i) frequencies decrease with increasing of arc angle, (ii) as expected, the frequencies decrease from CC to HH end conditions, and (iii) increase of causes an increase for frequencies at CH and mostly a decrease at the other two end conditions.

In the second part of this section, an additional mass is considered on some points of tapered beams. Corresponding to CC boundary conditions and 90° arc angle, a curved beam with a concentrated mass (10 kg) at the midpoint is given in Figure 4(a). In Figure 4(b), the same beam is under free right end (CF) and mass location at the free end. Dimensionless natural frequency parameters of unsymmetrically tapered curved beams at CC boundary conditions are presented in Table 6. The results represent both bare and mass loaded cases with the range of α as 0.1–0.4 and constant .
 
Loaded with additional mass (10 kg) at midpoint of the beam (θ = 90°). 
(a) CC
(b) CF
In the third part of this section, similar computation for CF beam with the additional mass at the free end is completed with respect to bare and loaded beam cases. Results of first four frequency parameters are shown in Table 7.
 
Loaded with additional mass (10 kg) at free end of the beam (θ = 90°). 
In the last part of this section, vibration for unsymmetrically tapered beams is considered for different arc angles. Again, according to bare and loaded beam cases, first natural frequencies are obtained for crosssection parameters 0.2 and 0.4, respectively, as given in Table 8.

3.3.2. Symmetrical Tapered Beams
Although there are number of studies about inplane vibration of curved and symmetrically tapered beams in literature [4, 5, 15], there is not any about outofplane vibration of that kind of structures. In this section, outofplane free vibration of symmetrically tapered beams at only CC end conditions is put into consideration in such a way that (i) the beam is separated into 100 finite elements and (ii) a concentrated mass is located at the midpoint. The beam, namely, a half circled curved beam (), is shown in Figure 5.
In the first part of this section, the fundamental natural frequencies for different arc angles’ α values are obtained regarding bare and loaded cases. Results are presented in Table 9. One can clearly say that while increasing arc angle with additional mass decreases the frequencies, increasing of α with additional mass increases the frequencies.
 
Loaded with additional mass (50 kg) at midpoint of the beam. 
In the second part of this section, again, the first five frequencies are computed for uniform and tapered () beams with the range of additional mass of 25–100 kg. As seen in Table 10, results indicate that the significant point is about the even modes (2–4). On one hand, these two modes keep their constancy independently of the amount of the additional mass. On the other hand, odd modes show regular decreasing behavior due to the increasing of load.

 
Additional mass: 100 kg, . 
In the last part of this section, a change of location of concentrated mass is taken into account under bare beam case. As represented in Table 11, the following conditions are considered: (i) mass is considered at midpoint as Position 1 (100 kg) and (ii) the mass is separated into two equal pieces (50 kg each) and these pieces are located at two sides symmetrically as Positions 2–5, respectively. For the first natural frequency point of view, it is said that increasing position number from 1 to 6 increases fundamental frequency. For the rest of the modes, there is an upanddown behavior due to the locations of additional masses. Also, when comparing Positions 5 with 6, first and second natural frequencies become close to each other.
4. Conclusions
Due to the fact that there is a gap in literature about outofplane vibrations of curved and variable crosssectioned beams, this study is presented to analyze the free outofplane vibrations of curved beams which are symmetrically and nonsymmetrically tapered. Results conclude that the finite element solution proposed here is suitable for vibration analyses of curved and tapered beams with or without additional mass.
Conflicts of Interest
The authors declare that they have no conflicts of interest.
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Copyright © 2017 Hamdi Alper Özyiğit et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.