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Journals / Teknik Dergi / 2019 / Cilt: 30 - Sayı: 4

Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

Çağlayan HIZAL
Hikmet Hüseyin ÇATAL
Pages
9289–9308
Publication Date
2019-07-01
DOI
—
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AI Summary & Key Takeaways

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

A numerical example is presented to compare the modal responses of bending moment and shear force of the beams on Winkler and Vlasov type foundations with and without the rotary inertia effect.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:This study investigates the dynamic response of the axially loaded Timoshenko beams on two-parameter foundation with generalized elastic end conditions.
📊
Key Findings & Data:A simplified modal analysis procedure is presented for the vibration analysis by using the conventional separation of variables method.
💡
Conclusion & Impact:A numerical example is presented to compare the modal responses of bending moment and shear force of the beams on Winkler and Vlasov type foundations with and without the rotary inertia effect.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Rotary inertia · higher modes effect · separation of variables method

Abstract

This study investigates the dynamic response of the axially loaded Timoshenko beams on two-parameter foundation with generalized elastic end conditions. A simplified modal analysis procedure is presented for the vibration analysis by using the conventional separation of variables method. The effects of higher modes and rotary inertia on the dynamic response of the forced Timoshenko beam are highlighted. A numerical example is presented to compare the modal responses of bending moment and shear force of the beams on Winkler and Vlasov type foundations with and without the rotary inertia effect.

Özet

This study investigates the dynamic response of the axially loaded Timoshenko beams on two-parameter foundation with generalized elastic end conditions. A simplified modal analysis procedure is presented for the vibration analysis by using the conventional separation of variables method. The effects of higher modes and rotary inertia on the dynamic response of the forced Timoshenko beam are highlighted. A numerical example is presented to compare the modal responses of bending moment and shear force of the beams on Winkler and Vlasov type foundations with and without the rotary inertia effect.

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Cite This Article

HIZAL, Ç., ÇATAL, H. H. (2019). Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi, Cilt: 30 - Sayı: 4, 9289–9308. https://ajindex.com/articles/51240

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