首页> 外文期刊>Steel & Composite Structures: An International Journal >A new four-unknown refined theory based on modified couple stress theory for size-dependent bending and vibration analysis of functionally graded micro-plate
【24h】

A new four-unknown refined theory based on modified couple stress theory for size-dependent bending and vibration analysis of functionally graded micro-plate

机译:一种新的四个未知精炼理论,基于改进的夫妇应力理论,用于依赖微板的尺寸依赖性弯曲和振动分析

获取原文
获取原文并翻译 | 示例
           

摘要

This work investigates a novel plate formulation and a modified couple stress theory that introduces a variable length scale parameter is presented to discuss the static and dynamic of functionally graded (FG) micro-plates. A new type of third-order shear deformation theory of Reddy that use only 4 unknowns by including undetermined integral variables is proposed in this study. The equations of motion are derived from Hamilton's principle. Analytical solutions are obtained for a simply supported micro-plate. Numerical examples are presented to examine the effect of the length scale parameter on the responses of micro-plates. The obtained results are compared with the previously published results to demonstrate the correctness of the present formulation.
机译:该工作研究了一种新颖的板式制剂和改进的夫妇应力理论,其引入了可变长度比例参数,以讨论功能梯度(FG)微板的静态和动态。 在本研究中提出了一种新的三阶剪切变形理论,其仅使用4个未知数,包括未包含未定量的整体变量。 运动方程来自汉密尔顿的原则。 为简单的支撑的微板获得分析溶液。 提出了数值例子以检查长度比参数对微板响应的影响。 将得到的结果与先前公布的结果进行比较,以证明本制剂的正确性。

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