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DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

RESULTS OF EXPERIMENTAL STUDIES OF THE INFLUENCE OF THE MAIN FACTORS ON THE BEARING CAPACITY ACROSS A SLOPING SECTION IN BENDING CONCRETE BEAMS OF RECTANGULAR AND T-SECTION

Vestnik MGSU 7/2016
  • Starishko Ivan Nikolaevich - Vologda State University (VoGTU) Candidate of Technical Sciences, Associate Professor, Department of Motor Roads, Vologda State University (VoGTU), 15 Lenina str., Vologda, 160000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 18-35

The author considers the results of experimental studies of the influence of some factors on the sloping section bearing capacity. These factors are: the value of the relative distance from the support to the load line (shear span) depending on the quantity of transverse reinforcement and the shape of the cross section of the elements; the size of compression flange overhang in T-section beams; the prestress rate of the transverse reinforcement. The author specifies the types of fracture across sloping sections of T-section beams.

DOI: 10.22227/1997-0935.2016.7.18-35

References
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