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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.

Keywords: bearing capacity, inclined sections, post-tensioning, without adhesion.

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Author

Oleksandr Zhuravskyi

ORCID ID 0000-0001-7065-3312. Department of Reinforced Concrete and Stone Structures of Kyiv National University of Construction and Architecture, Povitroflotskyi Avenue, 31, Kyiv, 03680, Ukraine

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