首页> 外文期刊>Acta Mechanica >Bending analysis of FG viscoelastic sandwich beams with elastic cores resting on Pasternak's elastic foundations
【24h】

Bending analysis of FG viscoelastic sandwich beams with elastic cores resting on Pasternak's elastic foundations

机译:帕斯捷尔纳克弹性地基上带有弹性芯的FG粘弹性夹层梁的弯曲分析

获取原文
获取原文并翻译 | 示例
           

摘要

The investigation of bending response of a simply supported functionally graded (FG) viscoelastic sandwich beam with elastic core resting on Pasternak's elastic foundations is presented. The faces of the sandwich beam are made of FG viscoelastic material while the core is still elastic. Material properties are graded from the elastic interfaces through the viscoelastic faces of the beam. The elastic parameters of the faces are considered to be varying according to a power-law distribution in terms of the volume fraction of the constituent. The interaction between the beam and the foundations is included in the formulation. Numerical results for deflections and stresses obtained using the refined sinusoidal shear deformation beam theory are compared with those obtained using the simple sinusoidal shear deformation beam theory, higher-and first-order shear deformation beam theories. The effects due to material distribution, span-to-thickness ratio, foundation stiffness and time parameter on the deflection and stresses are investigated.
机译:提出了一种简单支撑的功能梯度(FG)粘弹性夹心梁的弯曲响应的研究,其弹性芯位于Pasternak的弹性地基上。夹层梁的表面由FG粘弹性材料制成,而纤芯仍具有弹性。材料属性从弹性界面到梁的粘弹性面分级。面的弹性参数被认为根据幂律分布而在成分的体积分数方面变化。梁与地基之间的相互作用包括在配方中。将使用改进的正弦剪切变形梁理论获得的挠度和应力的数值结果与使用简单正弦剪切变形梁理论,高阶和一阶剪切变形梁理论获得的数值结果进行比较。研究了材料分布,跨径比,基础刚度和时间参数对挠度和应力的影响。

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