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ISPC Theory and Practice, Lancaster, USA |
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* Scientific Article * Impact Factor 6.630 |
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Korneev AM, Buzina OP, Sukhanov AV, Shipulin IA, Shipulin NA
MATHEMATICAL MODELING OF STRESS-STRAIN STATE OF COMPOSITES REINFORCED WITH DISCRETE FIBERS IN TENSION AND COMPRESSION, TAKING INTO ACCOUNT PHYSICAL NONLINEARITY. |
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Full Article: PDF
Scientific Object Identifier: http://s-o-i.org/1.1/TAS-06-38-26
DOI: http://dx.doi.org/10.15863/TAS.2016.06.38.26
Language: English
Citation: Korneev AM, Buzina OP, Sukhanov AV, Shipulin IA, Shipulin NA (2016) MATHEMATICAL MODELING OF STRESS-STRAIN STATE OF COMPOSITES REINFORCED WITH DISCRETE FIBERS IN TENSION AND COMPRESSION, TAKING INTO ACCOUNT PHYSICAL NONLINEARITY. ISJ Theoretical & Applied Science, 06 (38): 124-130. Soi: http://s-o-i.org/1.1/TAS-06-38-26 Doi: http://dx.doi.org/10.15863/TAS.2016.06.38.26 |
Pages: 124-130
Published: 30.06.2016
Abstract: The article presents the study results of the stress-strain state of the steel fiber reinforced slag concrete elements. In order to determine the physical and mechanical characteristics of the fiber-reinforced concrete experiments carried out, the analysis of which yielded mathematical relationships to describe the stress-strain model in tension and compression for designs of such cementitious composites. To describe the stress-strain state modified depending offered N. I. Karpenko and C. Sujivorakul. The mathematical models used piecewise linear displacement diagrams fibers in concrete. Authors analyzed the convergence of the theoretical curves constructed using a modified formula and experimental data.
Key words: steel fiber, stress-strain model, tensile behavior, compressive behavior, stress-deformation diagram.
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