苏州科技大学学报(自然科学版)2024,Vol.41Issue(2) :9-16.DOI:10.12084/j.issn.2096-3289.2024.02.002

基于板-梁理论的FGM矩形截面杆扭转振动的理论研究

A theoretical study on torsional vibration of rectangular section rod of functionally graded materials based on Plate-Beam theory

张文福 周季虎
苏州科技大学学报(自然科学版)2024,Vol.41Issue(2) :9-16.DOI:10.12084/j.issn.2096-3289.2024.02.002

基于板-梁理论的FGM矩形截面杆扭转振动的理论研究

A theoretical study on torsional vibration of rectangular section rod of functionally graded materials based on Plate-Beam theory

张文福 1周季虎2
扫码查看

作者信息

  • 1. 苏州科技大学土木工程学院,江苏苏州 215011;南京工程学院建筑工程学院,江苏南京 211167
  • 2. 苏州科技大学土木工程学院,江苏苏州 215011
  • 折叠

摘要

基于板-梁理论和Saint-Venant扭转理论的研究成果,将纵向位移假设为含有待定系数的表达式,通过几何方程推导了功能梯度材料矩形截面杆的总应变能方程,并利用最小应变能原理确定待定系数,得到自由扭转刚度的理论公式.在此基础上对矩形截面杆的自由振动出现纯扭转模态时的动能进行研究,求出在夹支条件下的扭转振动时的动能表达式、总势能的表达式及频率表达式.利用有限元软件ANSYS建立具有功能梯度材料特性的矩形截面杆的扭转振动的有限元模型,通过后处理命令查看对应边界条件的振动频率.通过有限元软件验证表明:基于板-梁理论推导得出的理论解与有限元解吻合较好,最大误差在4%以内.

Abstract

Based on the research results of Plate-Beam theory and Saint-Venant torsion theory,the longitudinal displacement was assumed to be an expression containing a coefficient to be determined,and the total strain en-ergy equation of rectangular section rod of functionally graded materials was derived by geometrical equations.The coefficient to be determined was confirmed by using the principle of minimum strain energy,and the theoret-ical formula of free torsional stiffness was obtained.On this basis,the kinetic energy of the free vibration of the rectangular section rod was investigated when a pure torsional mode occurred.The kinetic energy expression,the expression of the total potential energy and the frequency expression were derived for the torsional vibration un-der the clamped support condition.The finite element software ANSYS was used to establish the finite element model of the torsional vibration of the rectangular section rod with functionally graded materials properties,and the vibration frequency corresponding to the boundary conditions was viewed through the post-processing com-mand.The verification by finite element software shows that the theoretical solution derived based on Plate-Beam theory agrees well with the finite element solution,and that the maximum error is within 4%.

关键词

功能梯度/矩形截面杆/扭转振动/板-梁理论/有限元

Key words

functional gradient/rectangular section rod/torsional vibration/Plate-Beam theory/finite element

引用本文复制引用

基金项目

国家自然科学基金项目(51578120)

国家自然科学基金项目(51178087)

国家自然科学基金项目(52178143)

出版年

2024
苏州科技大学学报(自然科学版)
苏州科技学院

苏州科技大学学报(自然科学版)

影响因子:0.185
ISSN:2096-3289
参考文献量13
段落导航相关论文