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Free bending vibrations of a centrally bonded symmetric double lap joint (or symmetric double doubler joint) with a gap in mindlin plates or panels
Date
2007-11-16
Author
Yuceoglu, U.
Guvendik, O.
Ozerciyes, V.
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In this present study, the "Free Bending Vibrations of a Centrally Bonded Symmetric Double Lap Joint (or Symmetric Double Doubler Joint) with a Gap in Mindlin Plates or Panels" are theoretically analyzed and are numerically solved in some detail. The "plate adherends" and the upper and lower "doubler plates" of the "Bonded Joint" system are considered as dissimilar, orthotropic "Mindlin Plates" joined through the dissimilar upper and lower very thin adhesive layers. There is a symmetrically and centrally located "Gap" between the "plate adherends" of the joint system. In the "adherends" and the "doublers" of the "Bonded Joint" assembly, the transverse shear deformations and the transverse and rotary moments of inertia are included in the analysis. The relatively very thin adhesive layers are assumed to be linearly elastic continua with transverse normal and shear stresses. The "damping effects" in the entire "Bonded Joint" system are neglected. The sets of the dynamic "Mindlin Plate" equations of the "plate adherends", the "double doubler plates" and the thin adhesive layers are combined together with the orthotropic stress resultant-displacement expressions in a "special form". This system of equations, after some further manipulations, is eventually reduced to a set of the "Governing System of the First Order Ordinary Differential Equations" in terms of the "state vectors" of the problem. Hence, the final set of the aforementioned "Governing Systems of Equations" together with the "Continuity Conditions" and the "Boundary conditions" facilitate the present solution procedure. This is the "Modified Transfer Matrix Method (MTMM) (with Interpolation Polynomials). The present theoretical formulation and the method of solution are applied to a typical "Bonded Symmetric Double Lap Joint (or Symmetric Double Doubler Joint) with a Gap". The effects of the relatively stiff (or "hard") and the relatively flexible (or "soft") adhesive properties, on the natural frequencies and mode shapes are considered in detail. The very interesting mode shapes with their dimensionless natural frequencies are presented for various sets of boundary conditions. Also, several parametric studies of the dimensionless natural frequencies of the entire system are graphically presented. From the numerical results obtained, some important conclusions are drawn for the "Bonded Joint System" studied here.
Subject Keywords
Beams
,
Shear deformations
,
Natural frequencies
URI
https://hdl.handle.net/11511/66257
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Department of Aerospace Engineering, Conference / Seminar
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EFFECTS of POSITION (or LOCATION) of NON-CENTRALLY BONDED SYMMETRIC DOUBLE LAP JOINT (or SYMMETRIC DOUBLE DOUBLER JOINT) on BENDING VIBRATIONS of COMPOSITE MINDLIN PLATES or PANELS
Yuceoglu, U.; Guvendik, O. (2010-11-18)
In the present study, the "Effects of Position (or Location) of Non-Centrally Bonded Symmetric Double Doubler Joint in Composite Mindlin Plates or Panels" are theoretically analyzed and are numerically solved in some detail. The "Plate Adherends" and the upper and lower "Doubler Plates" of the "Bonded Joint System" are considered as dissimilar, orthotropic "Mindlin Plates" joined through the dissimilar upper and lower very thin adhesive layers. The transverse and rotary moments of inertia are included in th...
"Free Flexural Vibrations Response of Composite Mindlin Plates or Panels with a Centrally Bonded Symmetric Double Lap Joint (or Symmetric Double Doubler Joint)"
Yuceoglu, U.; Guvendik, O.; Ozerciyes, V. (2005-11-11)
The present study is concerned with the "Free Flexural Vibrations Response of Composite Mindlin Plates or Panels with a Centrally Bonded Symmetric Double Lap Joint (or Symmetric Double Doubler Joint). The plate "adherends" and the plate "doublers" are considered as dissimilar, orthotropic "Mindlin Plates" with the transverse and the rotary moments of inertia. The relatively, very thin adhesive layers are taken into account in terms of their transverse normal and shear stresses. The mid-center of the bonded ...
Free Vibrations of Composite Plates Stiffened by Two Adhesively Bonded Plate Strips
Javanshir, Jaber; Farsadi, Touraj; Yuceoglu, Umur (2012-07-01)
In this study, the free flexural (or bending) vibration response of composite base-plate or panel systems stiffened by two adhesively bonded plate strips are theoretically analyzed in detail and numerically solved in terms of the mode shapes with their natural frequencies. Additionally, some important parametric studies are also included in the present study. The aforementioned bonded and stiffened system is composed of an orthotropic Mindlin base plate or panel stiffened or reinforced by the dissimilar, or...
Nonlinear Vibrations of a Functionally Graded Material Microbeam with Geometric Nonlinearity
Uz, Canan; Ciğeroğlu, Ender (2017-02-02)
In this paper, nonlinear vibration analysis of micro scale functionally graded material (FGM) beams with geometric nonlinearity due to large deflection is studied using modified couple stress theory (MCST). MCST is a nonlocal elasticity theory which includes a material length scale parameter since the size of an atomic microstructure becomes comparable to the length of the microbeam. Equations of motion of the micro scale FGM beam are obtained by using Hamilton's principle. Nonlinear free vibrations of the ...
Vibration Analysis of a Cracked Beam on an Elastic Foundation
Batihan, Ali Cagri; Kadıoğlu, Fevzi Suat (2016-06-01)
The transverse vibrations of cracked beams with rectangular cross sections resting on Pasternak and generalized elastic foundations are considered. Both the Euler-Bernoulli (EB) and Timoshenko beam (TB) theories are used. The open edge crack is represented as a rotational spring whose compliance is obtained by the fracture mechanics. By applying the compatibility conditions between the beam segments at the crack location and the boundary conditions, the characteristic equations are derived, from which the n...
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U. Yuceoglu, O. Guvendik, and V. Ozerciyes, “Free bending vibrations of a centrally bonded symmetric double lap joint (or symmetric double doubler joint) with a gap in mindlin plates or panels,” 2007, p. 151, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/66257.