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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 posttensioning
Journal: USEFUL online journal (Vol.2, No. 2)Publication Date: 2018-06-30
Authors : Oleksandr Kozak Oleksandr Zhuravskyi;
Page : 34-41
Keywords : bearing capacity; inclined sections; post-tensioning; without adhesion;
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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.
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Last modified: 2018-11-06 05:38:11