Journals / Anadolu Üniversitesi Bilim ve Teknoloji Dergisi :A-Uygulamalı Bilimler ve Mühendislik / 2018 / Cilt: 19 - Sayı: 1

NATURAL FREQUENCY ANALYSIS OF LAYERED FUNCTIONALLY GRADED BEAMS

Pages
83–94
Publication Date
2022-10-11
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

According to results observed, maximum first mode natural frequency for C-F boundary condition usingoptimum layers were found using the FG beams with top and bottom layers with ceramic-rich and middle layer with metalrich.The most effective layers on the responses was obtained as L1 with 48.4523%, L2 with 16.1547% and L3 with 34.9839%.Layer arrangements for C-F boundary condition play important role on the natural first mode frequency.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this numerical study, natural frequency analysis of the layered functionally graded beams in the thickness direction forclamped-clamped and clamped-free boundary conditions was investigated using finite element software ANSYS and the effectsof the layers on natural frequency analysis for first mode were evaluated under clamped-free boundary condition.
📊
Key Findings & Data:The layerarrangements of the beams were performed according to Taguchi L9 (3x3) orthogonal array.
💡
Conclusion & Impact:According to results observed, maximum first mode natural frequency for C-F boundary condition usingoptimum layers were found using the FG beams with top and bottom layers with ceramic-rich and middle layer with metalrich.The most effective layers on the responses was obtained as L1 with 48.4523%, L2 with 16.1547% and L3 with 34.9839%.Layer arrangements for C-F boundary condition play important role on the natural first mode frequency.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

In this numerical study, natural frequency analysis of the layered functionally graded beams in the thickness direction forclamped-clamped and clamped-free boundary conditions was investigated using finite element software ANSYS and the effectsof the layers on natural frequency analysis for first mode were evaluated under clamped-free boundary condition. The layerarrangements of the beams were performed according to Taguchi L9 (3x3) orthogonal array. Mechanical properties of thelayers made of different volume fractions of Ti-6Al-4V and ZrO2 materials was assumed as control factors. In order todetermine the optimum layers and their levels, signal-to-noise (S/N) ratio analysis was used. Significant layers and their percentcontributions on the first mode natural frequency were carried out using Analysis of Variance (ANOVA). In addition, theeffects of the boundary conditions (B.C.) such as clamped-free (C-F) and clamped-clamped (C-C) and positions of the optimumlayers were evaluated. According to results observed, maximum first mode natural frequency for C-F boundary condition usingoptimum layers were found using the FG beams with top and bottom layers with ceramic-rich and middle layer with metalrich.The most effective layers on the responses was obtained as L1 with 48.4523%, L2 with 16.1547% and L3 with 34.9839%.Layer arrangements for C-F boundary condition play important role on the natural first mode frequency.

🔖

Cite This Article

EVRAN, S. (2022). NATURAL FREQUENCY ANALYSIS OF LAYERED FUNCTIONALLY GRADED BEAMS. Anadolu Üniversitesi Bilim ve Teknoloji Dergisi :A-Uygulamalı Bilimler ve Mühendislik, Cilt: 19 - Sayı: 1, 83–94. https://ajindex.com/articles/438236

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (13)

  1. Ross PJ. Taguchi Techniques for Quality Engineering, 2nd Edition, McGraw-Hill International Book Company, New York; 1996.
  2. Siddiqui HR, Shivhare V. Free vibration analysis of eccentric and concentric isotropic stiffened plate with orthogonal stiffeners using ANSYS. International Journal of Signal Processing, Image Processing and Pattern Recognition, 2015; 8:271-284. Roy RK. A primer on the Taguchi method. Van Nostrand Reinhold, New York; 1990. Shen H-S. Functionally graded materials: nonlinear analysis of plates and shells. CRC press: Boca Raton; 2009.
  3. Talha M, Singh BN. Static response and free vibration analysis of FGM plates using higher order shear deformation theory. Applied Mathematical Modelling, 2010; 34:3991-4011.
  4. Yilmaz Y, Evran S. Free vibration analysis of axially layered functionally graded short beams using experimental and finite element methods. Science and Engineering of Composite Materials, 2016; 23(4): 453-460.
  5. Liu Y, Shu D. Free vibration analysis of exponential functionally graded beams with a single delamination. Composites Part B: Engineering, 2014; 59:166-172.
  6. Huang Y, Li X-F. A new approach for free vibration of axially functionally graded beams with non-uniform cross-section. Journal of sound and vibration, 2010; 329:2291-2303.
  7. Pradhan K, Chakraverty S. Free vibration of Euler and Timoshenko functionally graded beams by Rayleigh–Ritz method. Composites Part B: Engineering, 2013; 51:175-184.
  8. Wattanasakulpong N, Prusty BG, Kelly DW, Hoffman M. Free vibration analysis of layered functionally graded beams with experimental validation. Materials & Design (1980-2015), 2012; 36:182-190. Koochaki GR. Free vibration analysis of functionally graded beams. World Academy of Science, Engineering and Technology, 2011; 514-517.
  9. Kukla S, Rychlewska J. Free vibration analysis of functionally graded beams. Journal of Applied Mathematics and Computational Mechanics, 2013; 12:39-44.
  10. Anandrao KS, Gupta R, Ramachandran P, Rao GV. Free vibration analysis of functionally graded beams. Defence Science Journal, 2012; 62:139-146.
  11. Demir C, Oz FE. Free vibration analysis of a functionally graded viscoelastic supported beam. Journal of Vibration and Control, 2014; 20:2464-2486.
  12. Demir APC, Oz F. Free Vibration analysis of a functionally graded beam with finite elements method. Vibration Problems ICOVP 2011: the 10th International Conference on Vibration Problems. ICOVP 2011 Supplement; 2011; 37-42.
  13. Wattanasakulpong N, Ungbhakorn V. Free vibration analysis of fun