Trenie a vzper prúta
Abstract eng: The simple supported beam with intermediate elastic support is used as the simplification model for the solution of the friction effect in the buckling of the column. Using the linear elastic stability solution we can define the „critical stiffness of the elastic support“. The nonlinear solution gives more information about the behaviour of the beam and we are able to evaluate the force in the elastic support as well. The behaviour of the beam with the elastic intermediate support is sensitive to initial imperfection.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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