Calculating Diagrams of Nonlinear Deformation of Basalt Fiber Concrete Under Static and Dynamic Loads
Abstract
The article presents the results of experimental studies of basalt fiber concrete under the compressive and tensile loads. It is shown that basalt fiber reinforcement with basalt has a positive effect on the concrete strength and deformation properties. Based on the statistical analysis of the experimental data, analytic expressions are proposed to identify the main strength and deformation properties of fiber-reinforced concrete under the compressive and tensile loads. The calculating diagrams are obtained for the nonlinear deformation of basalt fiber-reinforced concrete under static and dynamic loads.
Keywords
базальтовая фибра,
фибробетон,
прочность,
деформативность,
диаграмма нелинейного деформирования,
статическое нагружение,
кратковременное динамическое нагружение,
коэффициент динамического упрочнения,
basalt fiber,
fiber-reinforced concrete,
strength,
deformability,
nonlinear deformation,
static loads,
dynamic loads,
dynamic strengthening factor
About the Authors
Vasilii S. Plevkov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Svetlana N. Kolupaeva
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Konstantin L. Kudyakov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
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Review
For citations:
Plevkov V.S., Kolupaeva S.N., Kudyakov K.L. Calculating Diagrams of Nonlinear Deformation of Basalt Fiber Concrete Under Static and Dynamic Loads. Vestnik of Tomsk state university of architecture and building. 2016;(3):95-110. (In Russ.)
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