EXPERIMENTAL RESEARCH OF THE INFLUENCE OF CURVED REINFORCEMENT STEEL WITHOUT ADHESION TO THE CONCRETE ON THE BEARING CAPACITY OF INCLINED SECTIONS AT POST-TENSIONING
Journal Title: USEFUL - Year 2018, Vol 2, Issue 2
Abstract
The results of experimental research of the strength of inclined sections of monolithic frames and continuous beams with pre-tensioned (without adhesion to the concrete) curved reinforcement steel with post-tensioning are presented in the article.
Authors and Affiliations
Oleksandr KOZAK
Keywords
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- EP ID EP355470
- DOI 10.32557/useful-2-2-2018-0004
- Views 90
- Downloads 0
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EXPERIMENTAL RESEARCH OF THE INFLUENCE OF CURVED REINFORCEMENT STEEL WITHOUT ADHESION TO THE CONCRETE ON THE BEARING CAPACITY OF INCLINED SECTIONS AT POST-TENSIONING
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