000012406 001__ 12406
000012406 005__ 20160816141443.0
000012406 04107 $$aeng
000012406 046__ $$k2016-05-09
000012406 100__ $$aFrydrýšek, K.
000012406 24500 $$aTHEORY, EXPERIMENT AND NUMERICAL APPROACH FOR THE BEAM RESTED ON NONLINEAR ELASTIC FOUNDATION

000012406 24630 $$n22.$$pEngineering Mechanics 2016
000012406 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012406 506__ $$arestricted
000012406 520__ $$2eng$$aThis work presents theory, approximations of experiments and numerical approaches suitable for the solution of straight plane 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).

000012406 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012406 653__ $$aElastic foundation, Beam, Central Difference, Nonlinearity, Experiment.

000012406 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012406 720__ $$aFrydrýšek, K.$$iMichenková, Š.
000012406 8560_ $$ffischerc@itam.cas.cz
000012406 8564_ $$s324515$$uhttps://invenio.itam.cas.cz/record/12406/files/036bo_o_sol.pdf$$yOriginal version of the author's contribution as presented on CD, id 036, section SOL.
000012406 962__ $$r12369
000012406 980__ $$aPAPER