研究论文

拉压不同模量矩形板的双向弯曲问题

展开
  • 上海大学土木工程系, 上海200444
姚文娟(1957—), 女, 教授, 博士生导师, 博士, 研究方向为结构工程. E-mail: wenjuan@mail.shu.edu.cn

收稿日期: 2015-01-03

  网络出版日期: 2017-02-28

Biaxial bending of rectangular plates with different modulus

Expand
  • Department of Civil Engineering, Shanghai University, Shanghai 200444, China

Received date: 2015-01-03

  Online published: 2017-02-28

摘要

拉压不同模量矩形板的双向弯曲的中性轴可以从两个弯曲方向考虑. 基于不同模量理论, 利用静力平衡方程推导了不同模量矩形板的中性轴位置, 再利用Kantorovich变分法求解了不同模量矩形板的挠曲线方程, 并将得到的数值解和有限元解进行比较, 二者较为吻合. 计算结果表明, 当拉压不同模量的差异较大时, 不同模量弯曲矩形板的挠度不宜采用相同模量经典板壳理论. 该方法为分析不同模量矩形板和其他结构形式的板的弯曲问题提供了求解思路,并为其在工程中的应用提供了一定的理论参考.

本文引用格式

张良飞, 姚文娟 . 拉压不同模量矩形板的双向弯曲问题[J]. 上海大学学报(自然科学版), 2017 , 23(1) : 128 -137 . DOI: 10.3969/j.issn.1007-2861.2015.02.003

Abstract

An eutral axis can be considered from two bending directions to solve the biaxial bending problem of rectangular plates with different modulus. Based on the different modulus theories, an equation of the neutral axis location is derived using the static equilibrium equation of rectangular plates with different modulus. The deflection curve equation is solved with the Kantorovich method. Its solution agrees well with the finite element solution. The result shows that the classical shell theory is not applicable in calculating deflection of a rectangular plate when tensile and compressive modulus are quite different. The proposed method provides an approach to analyze the bending problem of other structure forms of plate with different modulus, and theoretical reference for engineering applications.

参考文献

[1] Jone R M. Stress-strain relations for materials with different moduli in tension and compression [J]. J AIAA, 1977, 15: 16-23.
[2] Bert C W. Models for fibrous composites with different properties in tension and compression [J]. J Engg Math Tech (ASME), 1977, 99: 344-349.
[3] Ambartsumyan S A. Elasticity theory of different modulus [M]. Beijing: China Railway Press, 1986.
[4] Raffaele Z, Fabrizio G. Damage evolution in bimodular laminated composites under cyclic loading [J]. Compo Struct, 2001, 53: 381-402.
[5] Patel B P, Lele A V, Ganapathi M, et al. Thermo-flexural analysis of thick laminates of bimodulus composites materials [J]. Compo Struct, 2004, 63: 11-20.
[6] He X T, Zheng Z L, Sun J Y, et al. Convergence analysis of a finite element method based on different moduli in tension and compression [J]. Int J Solids Struct, 2009, 46: 3734-3740.
[7] Yang H T, Zhu Y L. Solving elasticity problems with bi-modulus via a smoothing technique [J]. Chinese J Comput Mech, 2006, 23: 19-23.
[8] Yang H T, Xu M L. Solving inverse bimodular problems via artificial neutral network [J]. Inverse Problems Sci Eng, 2009, 17: 999-1017.
[9] Yao W J, Ye Z M. Analytical solution of bending-compression column using different tensioncompression modulus [J]. Applied Mathematics and Mechanics (English Edition), 2004, 25: 901-909.
[10] Yao M J, Ye Z M. Analytical solution for bending beam subject to later for with different modulus [J]. Applied Mathematics and Mechanics (English Edition), 2004, 25: 1107-1117.
[11] Yao W J, Ye Z M. The analytical and numerical solution of retaining wall based on elastic theory of different modulus [J]. Journal of Shanghai Jiao Tong University, 2004, 38: 1022-1027.
[12] 何晓婷, 陈山林, 孙俊贻. 不同模量简支梁均布荷载下的弹性力学解[J]. 工程力学, 2007, 24(10): 51-56.
[13] 何晓婷, 郑周练, 陈山林. 拉压不同模量弯压柱的近似弹性力学解[J]. 重庆大学学报, 2008, 31(3): 339-343.
[14] Qu C Z. Deformation of geocell with different tensile and compressive modulus [J]. Elec J Geotech Eng, 2009, 14: 1-14.
[15] 高潮, 刘相斌. 用拉压不同模量理论分析弯曲板[J]. 计算力学学报, 1998, 15(4): 448-455.

[16] 吴晓, 杨立军, 孙晋. 双模量圆板弯曲变形的计算分析[J]. 西安建筑科技大学学报, 2009, 41(1): 88-92.
[17] 吴晓, 杨立军, 孙晋. 双模量圆板弯曲变形的计算分析[J]. 西安建筑科技大学学报, 2009, 41(4): 485-488.

文章导航

/