THEORY, EXPERIMENT AND NUMERICAL APPROACH FOR THE BEAM RESTED ON NONLINEAR ELASTIC FOUNDATION

被引：0

作者：

Frydrysek, K. ^{[1
]}

Michenkova, S. ^{[1
]}

机构：

[1] VSB Tech Univ Ostrava, Dept Appl Mech, Fac Mech Engn, 17 Listopadu 15-2172, Ostrava 70833, Czech Republic

来源：

ENGINEERING MECHANICS 2016 | 2016年

关键词：

Elastic foundation; Beam; Central Difference; Nonlinearity; Experiment;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This work presents theory, approximations of experiments and numerical approaches suitable for the solution of straightplane beams rested on an elastic (Winkler's) foundation. The nonlinear dependence of the reaction force can be described via bilateral tangent-linear or secant-linear or nonlinear (linear + arcus tangent) approximations. These applications lead to linear or nonlinear differential equations of 4th-order (Central Difference Method, Newton-Raphson Method).

引用

页码：162 / 165

页数：4

共 5 条

[1] Frydrysek K., 2013, HDB STRUCTURES ELAST, P1
[2] Straight Beams Rested on Nonlinear Elastic Foundations - Part 1 (Theory, Experiments, Numerical Approach)
Frydrysek, Karel
Michenkova, Sarka
Nikodym, Marek
[J]. PROCEEDINGS OF 2014 INTERNATIONAL CONFERENCE ON MECHANICS AND MECHANICAL ENGINEERING, 2014, 684 : 11 - +
[3] Jones G., 1997, ANAL BEAMS ELASTIC F, P164
[4] Measuring the Deflection of a Circular Plate on an Elastic Foundation and Comparison with Analytical and FE Approaches
Klucka, Richard
Frydrysek, Karel
Mahdal, Miroslav
[J]. PROCEEDINGS OF 2014 INTERNATIONAL CONFERENCE ON MECHANICS AND MECHANICAL ENGINEERING, 2014, 684 : 407 - 412
[5] Marek P., 1995, SIMULATION BASED REL, P365

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