КОНЕЧНОЭЛЕМЕНТНОЕ МОДЕЛИРОВАНИЕ ВЫГИБА ПРЕДНАПРЯЖЕННЫХ ЖЕЛЕЗОБЕТОННЫХ БАЛОК
Journal Title: International Journal for Computational Civil and Structural Engineering - Year 2017, Vol 13, Issue 4
Abstract
For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various schemes layout prestressed reinforcement without bonding with concrete on the distribution of the relief efforts along the path of the reinforcement.
Authors and Affiliations
Peter P. Gaigerov
Keywords
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- EP ID EP576829
- DOI 10.22337/2587-9618-2017-13-4-58-65
- Views 74
- Downloads 0
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