The Finite Element of the Plate with the Account of the Transformation of the Cross Section and the Nonlinear Foundation

机译：板的有限元件具有横截面和非线性基础的转换的叙述

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摘要

In the article a method for simulating base support with allowance for transverse shear for use in finite element calculations is proposed, the basic matrix relations that allow calculating the plates taking into account the nonlinearity of the base rebuff are obtained.

机译：在该制品中，提出了一种利用用于有限元计算的横向剪切的差分额度的基础支撑的方法，获得了允许计算板的基本底板的基本矩阵关系。

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《International Conference "Quality Management, Transport and Information Security, Information Technologies"》|2018年|884 p. :|共3页
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作者
Amerkhan Ya. Dzhankulayev; Zalimkhan R. Likhov; Oleg M. Shogenov;
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中图分类 TP309-532;
关键词
Finite element analysis; Strain; Buildings; Computational modeling; Architecture; Libraries; Task analysis;

机译：有限元分析;应变;建筑物;计算建模;建筑;图书馆;任务分析;

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1. NONLINEAR DYNAMIC FINITE ELEMENT ANALYSIS OF THICK TRANSVERSLY FLEXIBLE SANDWICH PANEL ON ELASTIC FOUNDATION WITH ACCOUNT OF DAMAGE PROGRESSION IN TIME. PART 1. THREE-DIMENSIONAL FORMULATION AND TWO-DIMENSIONAL PLATE THEORY [J] . V. Y. Perel Strength of Materials . 2005,第2期

机译：弹性损伤基础上厚横向弹性夹层板的非线性动力有限元分析，并及时进行了损伤分析。第1部分。三维公式和二维平板理论
2. Nonlinear Dynamic Finite Element Analysis of Thick Transversly Flexible Sandwich Panel on Elastic Foundation with Account of Damage Progression in Time. Part 1. Three-Dimensional Formulation and Two-Dimensional Plate Theory [J] . В. Ю. Перель, V.Y.Perel Проблемы прочностиПроблемы прочности: на рус．укр．и анг．языках . 2005,第2期

机译：考虑到损伤的逐步发展，弹性地基上的横向柔性挠性夹层板的非线性动力有限元分析。第1部分。三维公式化和二维板理论
3. Free vibration and stability analysis of isotropic rectangular plates on elastic foundation based on Levy's approach using element based differential transformation (EDTM) and (FEM) finite element [J] . S. Rajasekaran Journal of Structural Engineering . 2016,第5期

机译：基于Levy方法的基于弹性微分方程（EDTM）和（FEM）有限元的弹性各向同性矩形板的自由振动和稳定性分析
4. The Finite Element of the Plate with the Account of the Transformation of the Cross Section and the Nonlinear Foundation [C] . Amerkhan Ya. Dzhankulayev, Zalimkhan R. Likhov, Oleg M. Shogenov IEEE International Conference on Quality Management, Transport and Information Security, Information Technologies . 2018

机译：考虑横截面和非线性基础转换的板的有限元
5. A consistent Vlasov model for analysis of plates on elastic foundations using the finite element method. [D] . Turhan, Ayse. 1992

机译：使用有限元方法的一致Vlasov模型，用于分析弹性地基上的板。
6. Quadratic Solid–Shell Finite Elements for Geometrically Nonlinear Analysis of Functionally Graded Material Plates [O] . Hocine Chalal, Farid Abed-Meraim 2018

机译：用于功能梯度材料板几何非线性分析的二次固态壳有限元
7. Nonlinear dynamic finite element analysis of thick transversly flexible sandwich panel on elastic foundation with account of damage progression in time. Part 1. Three-dimensional formulation and two-dimensional plate theory [O] . Perel V.Y. 2005

机译：考虑损伤随时间的进展，对弹性地基上的横向柔性挠性夹心板进行非线性动力有限元分析。第1部分。三维表述和二维板理论
8. Finite-Element Nonlinear Transient Response Computer Programs PLATE 1 and CIVM-PLATE 1 for the Analysis of Panels Subjected to Impulse or Impact Loads [R] . Spilker, R. L., Witmer, E. A., French, S. E., 1980

机译：有限元非线性瞬态响应计算机程序pLaTE 1和CIVm-pLaTE 1用于分析受冲击或冲击载荷的面板

The Finite Element of the Plate with the Account of the Transformation of the Cross Section and the Nonlinear Foundation

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