z-logo
open-access-imgOpen Access
Experimental Investigations of the Stress and Strain State of Continuous Reinforced Concrete Beams Under the Action of Low-Cyclic Repetitive and Alternating Loads
Author(s) -
Grigoriy Masiuk,
Oleksandr Yushchuk,
Andrii Paschenko
Publication year - 2018
Publication title -
international journal of engineering and technology
Language(s) - English
Resource type - Journals
ISSN - 2227-524X
DOI - 10.14419/ijet.v7i3.2.14410
Subject(s) - materials science , structural engineering , cracking , stress (linguistics) , stress–strain curve , reinforced concrete , composite material , strain (injury) , cyclic stress , deformation (meteorology) , engineering , medicine , philosophy , linguistics
The article is devoted to the experimental studies of the stress and strain state of the two-pass reinforced concrete beams under the influence of low-cyclic repeated and alternating loads. Based on the results of experimental studies, the effect of low-cyclic repeated and alternating loads on the change of the stress and strain state of continuous reinforced concrete beams has been established. In the course of testing the sample, it was found that the stress and strain state of the beams under the action of the above mentioned loads is significantly different from the stress and strain state of the beams under the action of nonalternating static loads, namely, the decrease of the bearing capacity, the increase of the deflections and the width of the cracking. All this is due to the change in the physical and mechanical properties of concrete in response to the above-mentioned loads on experimental.  

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here