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AI Summary & Key Takeaways
AI Insight⚡ TL;DR(Too Long; Didn't Read)
In the last chapter, proposed method and obtained results are discussed.
📌 3 Key Takeaways
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Objective & Hypothesis:In this study, the natural frequencies of beams partially supported on elastic foundations are investigated.
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Key Findings & Data:In the analysis, Euler-Bernoulli beam theory and Winkler foundation model are used.
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Conclusion & Impact:In the last chapter, proposed method and obtained results are discussed.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Adomian Decomposition Method · Euler-Bernoulli Beam · Free Vibration
Abstract
In this study, the natural frequencies of beams partially supported on elastic foundations are investigated. In the analysis, Euler-Bernoulli beam theory and Winkler foundation model are used. Adomian Decomposition Method (ADM) is used for the free vibration analysis for the beams considered. Free vibration modes are determined according to obtained results and first few modes are presented in tables and figures for beams with different support conditions. In the last chapter, proposed method and obtained results are discussed.
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Cite This Article
Çinçin, C., Coşkun, S. B. (2019). Analysis of Beam Vibrations on Partial Elastic Foundation Using Adomian Decomposition Method. Kocaeli Journal of Science and Engineering, Cilt: 2 Sayı: 2, 28–33. https://doi.org/10.34088/kojose.491345