Proceedings Vol. 15 (2009)
ENGINEERING MECHANICS 2009
May 11 – 14, 2009, Svratka, Czech Republic
Copyright © 2009 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 1217 - 1232, full text
When a thin-walled beam is bent secondary membrane stresses may arise owing to the restraint of warping. These secondary stresses may have the same order as primary stresses which may be calculated according to the classical Bernoulli-Navier hypothesis. In order to simplify the practical computations of these secondary stresses we modify the mathematical model (Hýča, 1990) to be valid also at such points where discontinuities of unknown quantities occur. To solve this task we use generalized functions. The discontinuities may be expressed using the Heaviside unit step function or Dirac distribution. The general solution to the mathematical model with generalized functions of the thin-walled beam with constrained warping is computed by means of the Laplace transform method.
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