ANALYSIS OF THE STRESS-STRAIN CONDITION OF CONCRETE AND REINFORCEMENT IN THE AREA OF THEIR ENGAGEMENT IN THE ANSYS SOFTWARE PACKAGE-Reference-Cited by-同舟云学术

ANALYSIS OF THE STRESS-STRAIN CONDITION OF CONCRETE AND REINFORCEMENT IN THE AREA OF THEIR ENGAGEMENT IN THE ANSYS SOFTWARE PACKAGE

Published:2019-11-20 Issue: Volume: Page:43-52
ISSN:2071-7318
Container-title:Bulletin of Belgorod State Technological University named after. V. G. Shukhov
language:en
Short-container-title:

Author:

Николюкин А.¹,Nikolyukin A.²,Ярцев В.¹,Yarcev V.²,Мамонтов С.¹,Mamontov S.²,Коломникова И.¹,Kolomnikova I.²,Аль Вард А.¹,Al' Vard A.³

Affiliation:

1. Тамбовский государственный технический университет

2. Tambov State Technical University

3. tambovskiy gosudarstvennyy tehnicheskiy universitet

Abstract

Prefabricated reinforced concrete structures are widely used to speed up the erection of structures in construction practice; they are connected during installation by means of embedded core elements, subsequently monolithic with concrete. Under the influence of external loads, axial tensile and transverse shear forces arise in such nodal joints, which are often neglected in the static analysis of structures. In turn, this can lead to the development of ultimate deformations in the assembly, to a change in the conditions for fixing the structure, and, as a consequence, to their premature collapse. This article discusses the effect of the axial pulling force in the reinforcing bar on the stress-strain condition (VAT) of the concrete mass surrounding it. To solve this problem, a numerical experiment is carried out in the ANSYS 19.0 Workbench package, in which the adhesion of fiberglass and metal reinforcement to concrete is simulated. It allows establishing the nature of the stress distribution in the core embedment area.

Publisher

BSTU named after V.G. Shukhov

Subject

Psychiatry and Mental health,Neuropsychology and Physiological Psychology

Reference23 articles.

1. Холмянский М.М. Контакт арматуры с бетоном. М.: Стройиздат, 1981. C. 184., Holmyanskij M.M. Reinforcement contact with concrete. [Kontakt armatury s betonom]. Moscow: Strojizdat, 1981. Pp. 184. (rus)

2. Мурашев В.И. Трещиноустойчивость, жесткость и прочность железобетона. М.: Стройиздат,1950. C. 268., Murashev V.I. Crack resistance, rigidity and strength of reinforced concrete. [Treshchinoustojchivost', zhestkost' i prochnost' zhelezobetona]. M.: Strojizdat, 1950. Pp. 268. (rus)

3. Тевелев Ю.А., Дмитриев А.Н. Железобетонные конструкции в водохозяйственном строительстве: проектирование и изготовление // Росинформагротех. 2006. С. 21, Tevelev Yu. A., Dmitriev A.N. Reinforced concrete structures in water construction: design and manufacture. [Zhelezobetonnye konstrukcii v vodohozyajstvennom stroitel'stve: proektirovanie i izgotovlenie. Rosinformagrotekh]. 2006. Pp. 21. (rus)

4. Николюкин А.Н., Ярцев В.П., Коломникова И.И., Альджабуби Д.З. Экспериментальные исследования прочности сцепления стеклопластиковой арматуры с цементно-песчаным бетоном// Транспортные сооружения. 2019. №1. DOI: 10.15862/02SATS119, Nikolyukin A.N., Yarcev V.P., Kolomnikova I.I., Al'dzhabubi D.Z. Experimental studies of the adhesion strength of fiberglass reinforcement with cement-sand concrete. [Eksperimental'nye issledovaniya prochnosti scepleniya stekloplastikovoj armatury s cementno-peschanym betonom. Transportnye sooruzheniya]. 2019. №1. DOI: 10.15862/02SATS119. (rus)

5. ANSYS Mechanical APDL theory reference. Release 19.0. Canonsburg, Pennsylvania, USA, 2018. Pp. 952., ANSYS Mechanical APDL theory reference. Release 19.0. Canonsburg, Pennsylvania, USA, 2018. P. 952.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE;Construction and Architecture;2019-12-19