Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using The Boundary Integral Equation Method

Tadashi HORIBE; Naoki ASANO

首页> 外文期刊>JSME International Journal. Series A >Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using The Boundary Integral Equation Method

【24h】

Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using The Boundary Integral Equation Method

机译：基于边界积分方程法的两参数弹性地基梁大挠度分析

获取原文

获取原文并翻译 | 示例

获取外文期刊封面封底 >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相似文献
相关主题

摘要

A method is proposed for calculating the large deflection of beams on an elastic foundation suing the boundary integral equation method. The elastic foundation is assumed to be of the Pasternak type. In the analysis, the governing equation is transformed into a more convenient form such that the iterative scheme can easily be applied to large deflection problems.

机译：提出了一种利用边界积分方程法计算梁在弹性地基上大挠度的方法。假定弹性基础为Pasternak类型。在分析中，控制方程式被转换为更方便的形式，从而使迭代方案可以轻松地应用于大挠度问题。

著录项

来源
《JSME International Journal. Series A》 |2001年第2期|p.231-236|共6页
作者
Tadashi HORIBE; Naoki ASANO;
展开▼
作者单位

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类机械学（机械设计基础理论）;
关键词
Structureal Analysis; Boundary Integral Equation Method; Large Deflection; Beam On Pasternak Foundation;

机译：结构分析;边界积分方程法;大挠度;Beam On Pasternak基金会;

相似文献

外文文献
中文文献
专利

1. Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using The Boundary Integral Equation Method [J] . Tadashi HORIBE, Naoki ASANO JSME International Journal. Series A . 2001,第2期

机译：基于边界积分方程法的两参数弹性地基梁大挠度分析
2. SPECTRAL ANALYSIS FOR THE CLASS OF INTEGRAL OPERATORS ARISING FROM WELL-POSED BOUNDARY VALUE PROBLEMS OF FINITE BEAM DEFLECTION ON ELASTIC FOUNDATION: CHARACTERISTIC EQUATION [J] . Sung Woo Choi Bulletin of the Korean Mathematical Society . 2021,第1期

机译：弹性基础上有限梁挠度良好边值问题中出现积分运算符的谱分析：特征方程
3. Large Deflection Analysis of Rectangular Plates on Two-parameter Elastic Foundation By the Boundary Strip Method [J] . Tadashi HORIBE, Naoki ASANO JSME International Journal. Series A . 2001,第4期

机译：边界条法在两参数弹性地基上矩形板的大挠度分析
4. Timoshenko Beam Structures Resting on a Two-Parameter Elastic Foundation Solved by the Differential Quadrature Element Method [C] . C. N. Chen International Conference on Computational Structures Technology . 2008

机译：Timoshenko梁结构搁置在差分正交元素方法解决的双参数弹性基础上
5. THE ANALYSIS OF PLATES ON ELASTIC FOUNDATION BY THE BOUNDARY INTEGRAL EQUATION METHOD. [D] . KATSIKADELIS, JOHN THEODORE. 1982

机译：边界积分方程法分析弹性地基板。
6. Reliable and efficient a posteriori error estimation for adaptive IGA boundary element methods for weakly-singular integral equations [O] . Michael Feischl, Gregor Gantner, Dirk Praetorius -1

机译：弱奇异积分方程的自适应IGA边界元方法的可靠高效后验误差估计
7. An analysis for large deflection problems of beams on elastic foundation by the boundary integral equation method. [O] . Tadashi HORIBE 1987

机译：边界整体方程法对弹性基础梁的大偏转问题分析。
8. APPLICATION OF BOUNDARY INTEGRAL METHOD TO ELASTIC ANALYSIS OF V-NOTCHED BEAMS [R] . Walter Rzasnicki, Alexander Mendelson, Lynn U. Albers 1973

机译：边界积分法在V形切口梁弹性分析中的应用

Large Deflection Analysis of Beams on Two-Parameter Elastic Foundation Using The Boundary Integral Equation Method

摘要

著录项

相似文献

相关主题

期刊订阅