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The Vibration Study of DAMMAR Based Composite Bars by Using a New Euler-Bernoulli Theory

机译：基于Dammar基复合杆的振动研究使用新的Euler-Bernoulli理论

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Dumitru Bolcu; Marius Marinel Stanescu; Ion Ciuca; Cosmin Mihai Miritoiu; Alexandru Bolcu; Robert Ciocoi;
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1. The Vibrations Study of DAMMAR Based Composite Bars Reinforced with Natural Fibers by Using a New Euler - Bernoulli Theory [J] . Bolcu Alexandru, Dumitru Nicolae, Ciuca Ion, Materiale Plastice . 2017,第3期

机译：用新的欧拉 - 伯努利理论用天然纤维加固达马尔基复合条的振动研究
2. Discussion on "Lateral vibration of a composite stepped beam consisted of SMA helical spring based on equivalent Euler-Bernoulli beam theory" by C.-Y. Lee, H.-C. Zhuo and C.-W. Hsu, Journal of Sound and Vibration, Vol. 324 (2009) 179-193 [J] . Sinha S.K. Journal of Sound and Vibration . 2010,第13期

机译：C.-Y对“基于等效欧拉-伯努利梁理论的SMA螺旋弹簧组成的复合阶梯梁的横向振动”的讨论。 Lee H.-C.卓和C.-W. Hsu，《声音与振动学报》，第1卷。 324（2009）179-193
3. Authors' response to discussion on "Lateral vibration of a composite stepped beam consisted of SMA helical spring based on equivalent Euler-Bernoulli beam theory" [J] . Lee C.Y., Zhuo H.C., Hsu C.W. Journal of Sound and Vibration . 2010,第13期

机译：作者对“基于等效欧拉-伯努利梁理论的SMA螺旋弹簧组成的复合阶梯梁的横向振动”的讨论的回应
4. VIBRATION CONTROL OF H-SHAPED PLANAR FRAMES BASED ON THE CLASSICAL EULER-BERNOULLI AND THE ADVANCED TIMOSHENKO BENDING THEORIES [C] . C. Mei ASME international mechanical engineering congress and exposition . 2014

机译：基于经典EULER-BERNOULLI和先进的TIMOSHENKO弯曲理论的H形平面框架的振动控制
5. Static and free vibration analyses of composite shells based on different shell theories [D] . Asadi, Ebrahim. 2011

机译：基于不同壳理论的复合壳静态和自由振动分析
6. Free Vibration Analysis of DWCNTs Using CDM and Rayleigh-Schmidt Based on Nonlocal Euler-Bernoulli Beam Theory [O] . Maria Anna De Rosa, Maria Lippiello -1

机译：基于非局部欧拉-伯努利梁理论的CDM和Rayleigh-Schmidt分析DWCNTs的自由振动
7. The Vibrations Study of DAMMAR Based Composite Bars Reinforced with Natural Fibers by Using a New Euler - Bernoulli Theory [O] . Alexandru Bolcu, Nicolae Dumitru, Ion Ciuca, 2017

机译：用新的欧拉 - 伯努利理论用天然纤维加固达米马尔复合棒的振动研究

The Vibration Study of DAMMAR Based Composite Bars by Using a New Euler-Bernoulli Theory

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