The present study is about the theoretical analysis and the numerical solutions of the free vibrations of a certain type of the “Bonded and Stiffened System”. In other words, the “Free Bending Vibrations of Composite Mindlin Base Plates or Panels Reinforced by Three Bonded Stiffening Plate Strips” are investigated. The plate elements of the entire “System” are considered as the dissimilar “Orthotropic Mindlin Plates” with the transverse shear deformations and the transverse and the rotatory moments of inertia. The relatively very thin and linearly elastic adhesive layers between the “Stiffening Plate Strips” and the “Base Plate or Panel” are assumed to be subjected to transverse normal and shear stresses. Also, the dissimilar adhesive layers with unequal thicknesses and the different material characteristics are to be taken into account in the theoretical formulation. The dynamic equations, the stress resultant-displacement expressions and the adhesive layer equations of the “System” under study are combined together in each “Part” (or “Region”) of the “Bonded and Stiffened System”. Following some manipulations and combinations, they are, eventually, reduced to a set of the “Governing System of the First Order Ordinary Differential Equations” in “state vector” forms. The aforementioned system of equations are very suitable for the direct application of the present “Method of Solution” developed for the problem. This semi-analytical and the numerical solution technique is the “Modified Transfer Matrix Method (MTMM) (with Interpolation Polynomials)”. The system of equations in the “state vector” forms are numerically integrated and the mode shapes and the natural frequencies are presented for various sets of the “Boundary Conditions”. It was observed that, in the “Hard” (or relatively “Stiff) adhesive layers case, the regions with the “Bonded Stiffening Plate Strips” are “almost stationary” in all modes up to the sixth mode, while the rest of the “System” vibrates in a way dependent on the “Support Conditions” of the “Base Plate or Panel”. However, in the “Soft” (or relatively “Flexible”) adhesive layer cases, there is no “almost stationary” region anywhere in the “System”. Additionally, some important parameters such as “Thickness Ratio” on the natural frequencies are investigated and graphically presented for a set of the “Support Conditions”.
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ASME 2010 International Mechanical Engineering Congress and Exposition
November 12–18, 2010
Vancouver, British Columbia, Canada
Conference Sponsors:
- ASME
ISBN:
978-0-7918-4425-0
PROCEEDINGS PAPER
Analysis of Free Flexural Vibrations of Composite Mindlin Base Plates or Panels Reinforced by Three Bonded Plate Strips
Umur Yuceoglu,
Umur Yuceoglu
Middle East Tech University, Ankara, Turkey
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Jaber Javanshir,
Jaber Javanshir
Middle East Tech University, Ankara, Turkey
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Aydin Amireghbali,
Aydin Amireghbali
Middle East Tech University, Ankara, Turkey
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O¨zen Gu¨vendik
O¨zen Gu¨vendik
Middle East Tech University, Ankara, Turkey
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Umur Yuceoglu
Middle East Tech University, Ankara, Turkey
Jaber Javanshir
Middle East Tech University, Ankara, Turkey
Aydin Amireghbali
Middle East Tech University, Ankara, Turkey
O¨zen Gu¨vendik
Middle East Tech University, Ankara, Turkey
Paper No:
IMECE2010-38553, pp. 9-32; 24 pages
Published Online:
April 30, 2012
Citation
Yuceoglu, U, Javanshir, J, Amireghbali, A, & Gu¨vendik, O. "Analysis of Free Flexural Vibrations of Composite Mindlin Base Plates or Panels Reinforced by Three Bonded Plate Strips." Proceedings of the ASME 2010 International Mechanical Engineering Congress and Exposition. Volume 1: Advances in Aerospace Technology. Vancouver, British Columbia, Canada. November 12–18, 2010. pp. 9-32. ASME. https://doi.org/10.1115/IMECE2010-38553
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