首页> 外文会议>ASME International Mechanical Engineering Congress and Exposition >ANALYSIS of FREE FLEXURAL VIBRATIONS of COMPOSITE MINDLIN BASE PLATES or PANELS REINFORCED by THREE BONDED PLATE STRIPS
【24h】

ANALYSIS of FREE FLEXURAL VIBRATIONS of COMPOSITE MINDLIN BASE PLATES or PANELS REINFORCED by THREE BONDED PLATE STRIPS

机译:三个粘合板条带增强复合型型棉花型基板或板的自由弯曲振动分析

获取原文

摘要

The present study is about the theoretical analysis and the numerical solutions of the free vibrations of a certain type of the "Bonded and Stiffened System". In other words, the "Free Bending Vibrations of Composite Mindlin Base Plates or Panels Reinforced by Three Bonded Stiffening Plate Strips" are investigated. The plate elements of the entire "System" are considered as the dissimilar "Orthotropic Mindlin Plates" with the transverse shear deformations and the transverse and the rotatory moments of inertia. The relatively very thin and linearly elastic adhesive layers between the "Stiffening Plate Strips" and the "Base Plate or Panel" are assumed to be subjected to transverse normal and shear stresses. Also, the dissimilar adhesive layers with unequal thicknesses and the different material characteristics are to be taken into account in the theoretical formulation. The dynamic equations, the stress resultant-displacement expressions and the adhesive layer equations of the "System" under study are combined together in each "Part" (or "Region") of the "Bonded and Stiffened System". Following some manipulations and combinations, they are, eventually, reduced to a set of the "Governing System of the FirstOrder Ordinary Differential Equations" in "state vector" forms. The aforementioned system of equations are very suitable for the direct application of the present "Method of Solution" developed for the problem. This semi-analytical and the numerical solution technique is the "Modified Transfer Matrix Method(MTMM) (with Interpolation Polynomials)". The system of equations in the "state vector" forms are numerically integrated and the mode shapes and the natural frequencies are presented for various sets of the "Boundary Conditions". It was observed that, in the "Hard" (or relatively "Stiff) adhesive layers case, the regions with the "Bonded Stiffening Plate Strips" are "almost stationary" in all modes up to the sixth mode, while the rest of the "System" vibrates in a way dependent on the "Support Conditions" of the "Base Plate or Panel". However, in the "Soft" (or relatively "Flexible") adhesive layer cases, there is no "almost stationary" region anywhere in the "System". Additionally, some important parameters such as "Thickness Ratio" on the natural frequencies are investigated and graphically presented for a set of the "Support Conditions".
机译:本研究主要是关于某种“粘合和加强系统”的自由振动的理论分析和数值解。换句话说,研究了“由三个粘合的加强板条带增强的复合Mindl型基板或板的自由弯曲振动”。整个“系统”的板元件被认为是具有横向剪切变形和横向的横向剪切变形和惯性的横向和旋转力矩的不同的“正面思维板”。假设“加强板条”和“基板或面板”之间的相对薄型和线性的弹性粘合层被假设被承受横向正常和剪切应力。而且,在理论制剂中考虑具有不等厚度和不同材料特性的不同粘合剂层。在“粘合和加强系统”的每个“部分”(或“部分”)中,“系统”的动态方程,应力结果 - 位移表达式和粘合层方程组合在一起。在一些操纵和组合之后,它们最终还原到“状态向量”形式中的一组“第一阶普通微分方程”的集合。上述方程式系统非常适合于直接应用本发明的“解决方法”的问题。该半分析和数值解决方案技术是“改进的转移矩阵方法(MTMM)(具有插值多项式)”。 “状态向量”形式中的等式系统是数值集成的,并且针对各种“边界条件”呈现模式形状和自然频率。观察到,在“硬”(或相对“刚性)粘合剂层的情况下,与”粘结的加强板条“的区域在所有模式中都是”几乎静止“,其余的剩余部分是”系统“以依赖于”基板或面板“的”支撑条件“的方式振动。但是,在”软“(或相对”柔软“)粘合剂层的情况下,在任何地方都没有”几乎固定“的区域“系统”。另外,研究了诸如自然频率上的“厚度比”之类的一些重要参数,并针对一组“支撑条件”来呈现。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号