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Akif Kutlu
Researcher at Istanbul Technical University
Publications - 20
Citations - 224
Akif Kutlu is an academic researcher from Istanbul Technical University. The author has contributed to research in topics: Finite element method & Timoshenko beam theory. The author has an hindex of 5, co-authored 15 publications receiving 151 citations.
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Dynamics of a rectangular plate resting on an elastic foundation and partially in contact with a quiescent fluid
TL;DR: In this article, a method of analysis is presented for investigating the effects of elastic foundation and fluid on the dynamic response characteristics (natural frequencies and associated mode shapes) of rectangular Kirchhoff plates.
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Dynamic response of Mindlin plates resting on arbitrarily orthotropic Pasternak foundation and partially in contact with fluid
TL;DR: In this article, a mixed-type finite element formulation is derived for the Mindlin plate-arbitrarily orthotropic Pasternak foundation interaction by applying the Gâteaux differential.
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Large deflection bending analysis of elliptic plates on orthotropic elastic foundation with mixed finite element method
Akif Kutlu,Mehmet H. Omurtag +1 more
TL;DR: In this paper, a non-linear mixed finite element formulation was developed by means of Hellinger-Reissner principle and it is linearized using the incremental method, which is not only shear lock free in thin plate solutions, but also gives force and moment components at the element nodes directly.
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A novel mixed finite element formulation based on the refined zigzag theory for the stress analysis of laminated composite plates
TL;DR: In this paper, a mixed variational formulation for the stress analysis of laminated composite plates based on Refined Zigzag Theory (RZT) is presented. But the main novelty of the present study is that the flexural behavior of the laminated composites is investigated based on RZT within the light of the Hellinger-Reissner (HR) principle using monolithic approach for the first time.
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An Exact Elasticity Solution for Monoclinic Functionally Graded Beams
TL;DR: In this paper, an elasticity solution is presented for monoclinic functionally graded beams subject to a transverse pressure distributed sinusoidally, where material properties are assumed to vary exponentially throughout the thickness of the beam's layers.