| 引用本文: | 马维力,申柳雷,宋殿义,等.弹性基上圆柱管弯曲行为的高阶剪切梁理论解.[J].国防科技大学学报,2022,44(2):203-210.[点击复制] |
| MA Weili,SHEN Liulei,SONG Dianyi,et al.Theoretical solution of high-order shear deformation beam theory for bending behavior of cylindrical tube on elastic foundation[J].Journal of National University of Defense Technology,2022,44(2):203-210[点击复制] |
|
| |
|
|
| 本文已被：浏览 5126次 下载 4301次 |
| 弹性基上圆柱管弯曲行为的高阶剪切梁理论解 |
| 马维力1,申柳雷2,宋殿义2,李显方3 |
|
(1. 长安大学 理学院, 陕西 西安 710064;2. 国防科技大学 军事基础教育学院, 湖南 长沙 410072;3. 中南大学 土木工程学院, 湖南 长沙 410075)
|
| 摘要: |
| 以弹性基上圆柱管为研究对象,基于高阶剪切变形梁理论推导了Winkler弹性基圆柱管弯曲变形的高阶剪切梁理论控制方程,给出四种典型工况弯曲问题的精确解。研究表明,无须假设剪切修正系数,只需引入适当横截面翘曲形状函数,高阶梁理论在圆柱管内外表面满足剪应力τxr为零的边界条件,且对于不同长径比和厚径比的圆柱管弯曲问题均能提供足够精度的解析解。弹性基刚度系数趋近于零时,圆柱管挠度曲线趋近于无弹性基圆柱管挠度曲线,验证了关于Winkler弹性基圆柱管弯曲问题求解方法的正确性。不同于Euler-Bernoulli梁理论,此方法的横截面上正应力不再与中性面上的横向坐标呈线性关系,且当长径比较小和厚径比较大时尤为明显。剪应力τxz在远离中性面时,应力值逐渐减小,在中性面的内表面处达到最大,在靠近顶部和底部位置时逐渐消失为零。 |
| 关键词: Winkler弹性基 圆柱管 高阶剪切变形梁理论 弯曲 |
| DOI：10.11887/j.cn.202202024 |
| 投稿日期：2021-09-07 |
| 基金项目:湖南自然科学基金资助项目(2021JJ30776) |
|
| Theoretical solution of high-order shear deformation beam theory for bending behavior of cylindrical tube on elastic foundation |
| MA Weili1, SHEN Liulei2, SONG Dianyi2, LI Xianfang3 |
|
(1. School of Sciences, Chang′an University, Xi′an 710064, China;2. College of Military Basic Education, National University of Defense Technology, Changsha 410072, China;3. School of Civil Engineering, Central South University, Changsha 410075, China)
|
| Abstract: |
| The transverse bending of cylindrical tubes embedded in Winkler elastic foundation was studied based on the higher-order shear deformation beam theory. A governing equation for bending of circular cylindrical tubes on elastic foundation or in a surrounding Winkler matrix was derived and accurate solutions were presented for four typical boundary conditions. The obtained results show that the shear stress τxr automatically vanishes on the inner and outer surface of cylindrical tubes when an appropriate warping shape function instead of the shear correction coefficient is chosen. And it can provide analytical solutions with sufficient accuracy for the bending problems of cylindrical tubes with different length-diameter ratios and thickness-diameter ratios. When the stiffness coefficient approaches zero, the deflection curve of cylindrical tube embedded in Winkler elastic foundation approaches the deflection curve of cylindrical tube placed in free space, which verifies the accuracy of the present method. Different from the Euler-Bernoulli beam theory, the normal stress over the cross-section is no longer linear with the abscissa from the neutral surface in this method, and it is especially obvious when the length-diameter ratio is small and the thickness-diameter ratio is large.The shear stress τxz decreases when the distance from the neutral surface becomes large, approaching zero at the top and bottom positions, and the maximum shear stress occurs at the neutral surface which is close to the inner surface. |
| Keywords: Winkler elastic foundation circularly cylindrical tube higher-order shear deformation beam theory bending |
|
|
|
|
|
