Strength of bending reinforced concrete elements under action of transverse forces under influence of high temperatures

The article presents the results of experimental and theoretical studies of stress-deformed state of reinforced concrete beams without transverse reinforcement and with vertical clamps tested for the action of transverse forces under conditions of influence of increased and high technological temperatures. The influence of the main factors on strength of inclined sections, deformation of concrete, longitudinal and transverse reinforcement in the shear zone, shape and type of breakage of the bent element is determined.

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