Estimated Stresses in Steel and Carbon Reinforced Composite Rebar of Normal Sections in Concrete Structures
Abstract
The paper focuses on the stress estimation in carbon-reinforced composite longitudinal rebar of normal sections in concrete structures under flexure, tension and compression. As a result of tensile and compression tests the deformation curve is obtained for carbon-reinforced rebar. The dependences are obtained for stresses in steel and carbon reinforced rebar and relative height of compression region of the normal section under static and dynamic loadings.
Keywords
арматура стальная,
арматура композитная полимерная,
углекомпозит,
нормальные сечения,
высота сжатой зоны бетона,
напряжения,
деформации,
кратковременное динамическое нагружение,
steel rebar,
composite polymer rebar,
carbon-reinforced composite,
normal section,
compression region height,
stress,
strain,
dynamic load
About the Authors
Vasiliy S. Plevkov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
DSc, Professor,
2, Solyanaya Sq., 634003, Tomsk
Igor V. Baldin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Andrey V. Nevskiy
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Research Assistant,
2, Solyanaya Sq., 634003, Tomsk
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Review
For citations:
Plevkov V.S., Baldin I.V., Nevskiy A.V. Estimated Stresses in Steel and Carbon Reinforced Composite Rebar of Normal Sections in Concrete Structures. Vestnik of Tomsk state university of architecture and building. 2017;(1):96-113. (In Russ.)
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