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Elastic stability of columns with variable flexural rigidity under arbitrary axial load using the finite difference method

机译：采用有限差分法，任意轴向荷载具有可变弯曲刚度的柱的弹性稳定性

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M. Soltani; A. Sistani;
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1. Determination of Critical Buckling Loads for Euler Columns of Variable Flexural Stiffness with a Continuous Elastic Restraint Using Homotopy Perturbation Method [J] . Safa Bozkurt Coskun International journal of nonlinear sciences and numerical simulation . 2009,第2期

机译：用同伦摄动法确定具有连续弹性约束的可变抗弯刚度欧拉柱的临界屈曲荷载。
2. Analytical solutions for buckling of multi-step non-uniform columns with arbitrary distribution of flexural stiffness or axial distributed loading [J] . Q. S. Li International Journal of Mechanical Sciences . 2001,第2期

机译：挠曲刚度或轴向分布载荷任意分布的多步不均匀柱屈曲的解析解
3. Flexural and shear hysteretic behaviour of reinforced concrete columns with variable axial load [J] . K. ElMandooh Galal, A. Ghobarah Engineering Structures . 2003,第11期

机译：可变轴向荷载下钢筋混凝土柱的挠曲与剪力滞回特性
4. The Stability of Geometrically Nonlinear Euler's Column at Stepped Variable of Flexural Rigidity [C] . Janusz Szmidla, Ilona Cieslinska-Gasior, Justyna Wiktorowicz International Conference on Numerical Analysis and Applied Mathematics . 2015

机译：几何非线性欧拉柱在弯曲刚度阶梯变量下的稳定性
5. Stability of a structural column under stochastic axial loading. [D] . Wiebe, Richard. 2009

机译：随机轴向载荷下结构柱的稳定性。
6. Data on the flexural vibration of thin plate with elastically restrained edges: Finite element method and wave based method simulations [O] . Ling Liu, Roberto Corradi, Francesco Ripamonti, 2020

机译：具有弹性束缚边缘薄板弯曲振动的数据：有限元方法与波的方法模拟
7. Calculation of plates with variable rigidity on elastic basis by finite difference method [O] . V. I. Andreev, E. V. Barmenkova, A. V. Matveeva 2014

机译：通过有限差分法计算具有可变刚度的平板
8. Transient Linear Elastic Response Analysis of Complex Thin Shells of Revolution Subjected to Arbitrary External Loadings, by the Finite-Element Program Sabor5-Drastic [R] . Kotanchik, J. J., Yeghiayan, R. P., Witmer, E. A., 1970

机译：任意外载荷下复杂薄壳的瞬态线弹性响应分析，有限元程序sabor5-Drastic

Elastic stability of columns with variable flexural rigidity under arbitrary axial load using the finite difference method

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