Failure Mechanism Of Bending Reinforced Concrete Elements Under The Action Of Transverse Forces
Keywords:
Abstract
The article under discussion reveals the formation and development of inclined sections in bent reinforced concrete elements under the action of transverse forces. It is established that the strength of the bending element depends on the shape of destruction. Criterion of strength in a flat stress-strain state has been used to evaluate the work of the bending element.
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References
Borishanskiy M.S. Calculation of ferro-concrete elements under the action of transverse forces. - In book: Calculation and construction of reinforced concrete structures elements. - Moscow: Stroyizdat, 1964. 122-143 pp.
Borishanskiy M.S., Nikolaev Yu.K. Formation of bevel cracks in the walls of prestressed beams and influence of preliminary stress on strength under the effect of transverse forces. - V K.: Strength and rigidity of reinforced concrete structures. - Moscow: Stroyizdat, 1968. 5-56 pp..
Gvozdev A.A. To the question of the near-term prospects of calculation of structures by limit states. - In the book: Development of the method of calculation by limit states. - Moscow: Stroyizdat, 1971. 38-43 pp..
Zalesov A.S. Concrete element convergence under transverse forces. Theory and new methods of strength calculation. - Thesis of doctor of technical sciences. - М., 1979. 344 p.
Zalesov A.S., Ilyin O.F. Crack resistance of inclined sections of reinforced concrete elements. - In book: Limiting states of elements of ferro-concrete structures. - Moscow: Stroyizdat, 1976.
Milovanov A.F., Pryadko V.M. Calculation of bending ferro-concrete elements on transverse force under the influence of high temperatures. M.: Stroyizdat, 1965, 135 p.
Mitrofanov V.P. Stress-strain state, strength and crack formation of reinforced concrete elements at transverse bending. - Dissertation of doctor of technical sciences. - Poltava, 1981. 633 p.
Mirzaakhmedov A.T., Mirzaakhmedova U.A. (2019) "Algorithm of calculation of ferro-concrete beams of rectangular cross-section with one-sided compressed shelf". Problems of modern science and education. Scientific and methodical journal. № 12 (145). Part 2. Moscow. P.p.50 – 56. URL:
https://cyberleninka.ru/article/n/algoritm-rascheta-zhelezobetonnyh-balok-pryamougolnogo-secheniya-s-odnostoronney-szhatoy-polkoy (дата обращения: 14.12.2020).
Mirzaakhmedov A.T., Mirzaakhmedova U.A., Maksumova S.M. (2019) "Algorithm for calculation of prestressed reinforced concrete farm with account of nonlinear operation of reinforced concrete". Actual science. International scientific journal. № 9 (26). Moscow. P.p.15-20. URL: https://e64f9e97-223d-468f-a5fd-e095d169621a.filesusr.com/ugd/c22b2f_e76d3b62ae5b404a8ae4aa16a2cb97e9.pdf
Mirzaakhmedov A.T., Mirzaakhmedova U.A. Prestressed losses from shrinkage and nonlinear creep of concrete of reinforced concrete rod systems. EPRA International journal of research and development (IJRD). Volume – 5; Issue – 5; May 2020. 588 – 593 pp. URL: https://eprajournals.com/jpanel/upload/729pm_125.EPRA%20JOURNALS%20-4567.pdf
Makhkamov Yu.M., Mirzababaeva S.M. “Temperature bending of reinforced concrete beams under conditions of technological temperatures influence”. Problems of modern science and education. Scientific and methodical journal. № 11-1 (144), 2019. Part 1. Moscow. P.p.51 – 54. URL:
https://cyberleninka.ru/article/n/temperaturnye-progibyzhelezobetonnyh-balok -v-usloviyah-vozdeystviya-tehnologicheskih-temperatur/
Makhkamov Yu.M., Mirzababaeva S.M. “Deflections of bendable concrete elements under the influence of shear forces and technological temperatures Problems of modern science and education. Scientific and methodical journal. № 12 (145), 2019. Part 1. Moscow. P.p. 64 – 69. URL:
