Tehrani, M., Eipakchi, H. (2010). Mathematical Analysis of Shearing Viscoelastic Beam
Subjected to Continuous Moving Load. Journal of Simulation and Analysis of Novel Technologies in Mechanical Engineering, 3(1), 1-10.
Mohammad Tehrani; H.R. Eipakchi. "Mathematical Analysis of Shearing Viscoelastic Beam
Subjected to Continuous Moving Load". Journal of Simulation and Analysis of Novel Technologies in Mechanical Engineering, 3, 1, 2010, 1-10.
Tehrani, M., Eipakchi, H. (2010). 'Mathematical Analysis of Shearing Viscoelastic Beam
Subjected to Continuous Moving Load', Journal of Simulation and Analysis of Novel Technologies in Mechanical Engineering, 3(1), pp. 1-10.
Tehrani, M., Eipakchi, H. Mathematical Analysis of Shearing Viscoelastic Beam
Subjected to Continuous Moving Load. Journal of Simulation and Analysis of Novel Technologies in Mechanical Engineering, 2010; 3(1): 1-10.
Mathematical Analysis of Shearing Viscoelastic Beam
Subjected to Continuous Moving Load
1M.Sc. Graduated, Shahrood University of Technology
2Assistant Professor, Shahrood University of Technology
Abstract
In this paper, the dynamic response of a viscoelastic beam subjected to a moving distributed load has been studied. The viscoelastic properties of the beam have been considered as linear standard model in shear and incompressible in bulk. The stress components have been separated to the shear and dilatation components and as a result the governing equations in viscoelastic form has been obtained using direct method. These equations have been solved by the eigenfunction expansion method. In this research, according to the introduced dimensionless coefficients, a parametric study has been presented and the effects of the load velocity and viscoelastic materials have been investigated. The obtained results show the maximum decay corresponds to the cases that the first natural period equals totimes that the relaxation time.
تحلیل ریاضی تیر ویسکو الاستیک برشی تحت عبور بار گسترده متحرک
Authors [Persian]
محمد طهرانی, حمیدرضا ایپک‌چی
Abstract [Persian]
در این مقاله پاسخ دینامیکی یک تیر ویسکوالاستیک تحت بار پیوسته متحرک مورد مطالعه قرار گرفته است. فرض شده که ماده سازنده تیر از مدل ویسکوالاستیک استاندارد خطی در برش پیروی کرده و در فشار (بالک) تراکم‌ناپذیر است. تنش‌ها به مؤلفه‌های برشی و اتساع تفکیک شده‌اند. سپس معادلات حاکم در حالت ویسکوالاستیک به روش مستقیم استخراج شده‌اند و با استفاده از روش بسط توابع ویژه حل شده‌اند. بر اساس ضرایب بی‌بعد معرفی شده یک مطالعه پارامتری انجام شده و اثر سرعت بار و خواص ویسکوالاستیک بر پاسخ بررسی شده است. مطالعات نشان می‌دهد که بیشترین میرایی در حالتی به‌دست می‌آید که زمان اولین تناوب تیر برابر زمان رهایش برابر باشد.
Keywords [Persian]
تیر ویسکوالاستیک، بار متحرک، حل ریاضی، مدل استاندارد خطی
References
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