Stress State Correspondency in Crossection of a Tunnel Steel Concrete Lining for a Cooperating Rings Theory and a Reinforced Concrete Theory
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Karel Vojtasik,
Eva Hrubesova,
Lukas Duris
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2009, Volume 9, Issue 1, Pages 71-76
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Doi: Not indexed
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The paper exposes knowledge referring a correspondence of stress states in the cross-section of steel concrete lining. The two different theories size the stress states. The first a theory of cooperating rings is pursued at department of geotechnics. The second referential is a reinforced concrete theory in use at building construction habitually. The correspondence targets the evaluation of suitability and the working condition of a cooperating rings theory to state the stress in the crosssection of steel concrete lining. An investigation was work out on a steel concrete section having been endorsing by lattice girder.
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