NUMERICAL MODELLING OF SEMI-COERCIVE BEAM PROBLEM WITH UNILATERAL ELASTIC SUBSOIL OF WINKLER'S TYPE

Stanislav Sysala

首页> 外文期刊>Applications of Mathematics >NUMERICAL MODELLING OF SEMI-COERCIVE BEAM PROBLEM WITH UNILATERAL ELASTIC SUBSOIL OF WINKLER'S TYPE

【24h】

NUMERICAL MODELLING OF SEMI-COERCIVE BEAM PROBLEM WITH UNILATERAL ELASTIC SUBSOIL OF WINKLER'S TYPE

机译：温克勒型单向次弹性土半顽固梁问题的数值模拟

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 non-linear semi-coercive beam problem is solved in this article. Suitable numerical methods are presented and their uniform convergence properties with respect to the finite element discretization parameter are proved here. The methods are based on the minimization of the total energy functional, where the descent directions of the functional are searched by solving the linear problems with a beam on bilateral elastic "springs". The influence of external loads on the convergence properties is also investigated. The effectiveness of the algorithms is illustrated on numerical examples.

机译：本文解决了非线性半矫正梁问题。提出了合适的数值方法，并证明了它们在有限元离散化参数方面的一致收敛性。该方法基于总能量函数的最小化，其中通过用梁在双边弹性“弹簧”上求解线性问题来搜索函数的下降方向。还研究了外部载荷对收敛特性的影响。数值示例说明了算法的有效性。

著录项

来源
《Applications of Mathematics》 |2010年第2期|P.151-187|共37页
作者
Stanislav Sysala;
展开▼
作者单位

Institute of Geonics, Academy of Sciences of the Czech Republic, Studentska 1768, 708 00 Ostrava, Czech Republic;

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类
关键词
non-linear subsoil of winkler's type; semi-coercive beam problem; approximation; iterative methods; convergence; projection; load stability;

机译：温克勒类型的非线性地基;半矫顽光束问题;近似;迭代方法;收敛;投影;负载稳定性;

相似文献

外文文献
中文文献
专利

1. Numerical modelling of semi-coercive beam problem with unilateral elastic subsoil of Winkler's type [J] . Sysala Stanislav Applications of mathematics . 2010,第2期

机译：温克勒式单边弹性地基半矫正梁问题的数值模拟
2. Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem [J] . Sysala Stanislav Applications of mathematics . 2008,第4期

机译：温克勒类型的单侧弹性地基：半矫顽梁问题
3. UNILATERAL ELASTIC SUBSOIL OF WINKLER'S TYPE: SEMI-COERCIVE BEAM PROBLEM [J] . Stanislav Sysala Applications of Mathematics . 2008,第4期

机译：温克勒类型的单向弹性土：半矫顽梁问题
4. Three Dimensional Finite Element Analysis of Deep Beams on Winkler Type Elastic Foundations [C] . A. A. Al-Azzawi, I. A. Al-Shaarbaf, A. N. Al-Mosawi International Conference on Engineering Computational Technology . 2008

机译：Winkler型弹性基础深梁的三维有限元分析
5. ANSYS and analytical modeling of elastic-viscoelastic-elastic sandwich beams. [D] . Kumar, Bhim. 2009

机译：ANSYS和弹-粘弹-弹-夹层梁的分析模型。
6. Numerical investigation of the elastic scattering of hydrogen (isotopes) and helium at graphite (0001) surfaces at beam energies of 1 to 4 eV using a split-step Fourier method [O] . Stefan E. Huber, Tobias Hell, Michael Probst, -1

机译：使用分步傅里叶方法对束能量为1至4 eV的石墨（0001）表面的氢（同位素）和氦进行弹性散射的数值研究
7. Numerical modelling of semi-coercive beam problem with unilateral elastic subsoil of Winkler's type [O] . Sysala, Stanislav 2010

机译：温克勒型单侧弹性地基半矫正梁问题的数值模拟

NUMERICAL MODELLING OF SEMI-COERCIVE BEAM PROBLEM WITH UNILATERAL ELASTIC SUBSOIL OF WINKLER'S TYPE

摘要

著录项

相似文献

相关主题

期刊订阅