DEFORMATION OF FIBER-REINFORCED CONCRETE BENDING ELEMENTS UNDER DYNAMIC LOAD
Abstract
The paper presents the experimental analysis of reinforced concrete elements having steel fiber reinforcement in compression zone and high-tensile reinforcement in tensile zone under the dynamic load. The new experimental data are obtained for the processes of resistance of fiber-reinforced concrete elements having a mixed reinforcement, deformation, crack propagation, and failure of such constructions under the intensive dynamic load. Prerequisites and the design technique for fiber-reinforced steel bending elements are presented herein in terms of the dynamic load.
About the Author
DMITRII G. Utkin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
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Review
For citations:
Utkin D.G. DEFORMATION OF FIBER-REINFORCED CONCRETE BENDING ELEMENTS UNDER DYNAMIC LOAD. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2015;(5):80-89. (In Russ.)
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