Effect of Torsional Rigidity of Concrete Elements with Normal Cracks onto Spacial Work of Bridges and Floorings
Journal Title: The Advanced Science Journal - Year 2010, Vol 2010, Issue 3
Abstract
The article shows the effect of torsional rigidity of beam elements onto spatial work of bridges, floorings and other plate-ribbed systems It is shown that, in determining the torsional rigidity using existing methods it is necessary to have spatial spiral cracks, but torsional rigidity when normal cracks is not researched. A method is described for determining the torsional rigidity of reinforced concrete elements when normal cracks.
Authors and Affiliations
T Azizov
Keywords
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- EP ID EP91841
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