EXPERIMENTAL STUDIES OF THE RESISTANCE SHEAR OF SELF-STRESSED CONCRETE BEAMS UN-DER DIFFERENT LOADING CONDITIONS
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Abstract
This paper presents the results of experimental studies of the shear resistance of self-stressed concrete beam elements reinforced with both FRP bars and the traditional method (steel reinforcement). Distinctive characteristics are revealed that affect the trajectory of shear cracks, their opening width, as well as the stress-strain state at various types of reinforcement (FRP and steel reinforcement), self-stress levels of concrete and loading conditions (under the action of a uniformly distributed load and point forces).
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References
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