Open AccessLimit state of steel reinforced concrete round plates in the operational stage
Author(s) -
S. R. Razzakov,
KH S. Razzakov,
J. S. Razzakov
Publication year - 2019
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1425/1/012101
Subject(s) - reinforced solid , structural engineering , reinforcement , reinforced concrete , flexibility (engineering) , materials science , fracture (geology) , limit (mathematics) , composite material , engineering , mathematics , statistics , mathematical analysis
The results of the study of round thin reinforced concrete thin reinforced concrete and steel concrete slabs with external sheet reinforcement at short and long operational load are presented. According to the results of theoretical and experimental studies, the behavior of thin plates at various stages of the stress-strain state and also the possible fracture patterns, taking into account the flexibility of the contour structures of the changing properties of the materials and the duration of operation, are revealed.