EXPERIMENTAL AND THEORETICAL INVESTIGATIONS OF STRESS-STRAIN STATE OF THE SLAB OF THE STEEL AND CONCRETE COMPOSITE CABLE SPACE FRAME

Abstract

The article presents both a methodology and results of experimental studies, also finite element analysis of the stress-strain state of reinforced concrete slab, which is part of the steel and concrete composite cable space frame. As a result of the tests, the magnitude of the destructive load was set, for each individual sample it was different and was in the range 45-47 kN. The nature of destruction of experimental samples is established. For simulation of physical and mechanical properties and boundary conditions, the results of experimental studies were applied. Creation of finite-element models of reinforced concrete slabs was carried out on the basis of a preliminary study, the purpose of which was to determine the optimal size of the finite element. As a result of the analysis, it was found that the distribution of stresses in the plate completely corresponds to the experimental data. A comparison of the experimental and numerical data was performed. The average difference of the results did not exceed 7%.

Authors and Affiliations

Grygorii Gasii

Keywords

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  • EP ID EP314779
  • DOI 10.18664/1994-7852.170.2017.111286
  • Views 44
  • Downloads 0

How To Cite

Grygorii Gasii (2017). EXPERIMENTAL AND THEORETICAL INVESTIGATIONS OF STRESS-STRAIN STATE OF THE SLAB OF THE STEEL AND CONCRETE COMPOSITE CABLE SPACE FRAME. Збірник наукових праць Українського державного університету залізничного транспорту, 170(4), 72-78. https://europub.co.uk/articles/-A-314779