Non-linear Solution of Steel Arc Reinforcement With Influence of Passive Forces
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Lenka Randyskova,
Petr Janas
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2011, Volume 11, Issue 1, Pages 96-103
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Doi: 10.2478/v10160-011-0012-0
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Geometrically and physically non-linear solution of steel arc reinforcement with influence of passive forces is presented in this paper. The Winkler model is used to the solution. It is an elastic one-parametrical model, which is characterized by the only one constant C. A displacement method is utilized along with an iterative procedure. The software was created, which is based on derived procedure. An example was solved consequently.
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