Abstract
Calculation of the Cracking Moment of a Flexible Concrete Element Reinforced with Fiberglass Fitting
Highlights
Accurate determination of the cracking moment is an important element of the calculation for the second group of limit states, especially the consistency of theoretical data with experimental data for concrete elements reinforced with fiberglass fitting
Experimental data from the experiment have been taken as the initial data for the calculation of the cracking moment for the considered methods
For comparison with experimental data, the load on the beam corresponding to the cracking moment is determined
Summary
In concrete elements reinforced with composite fitting, it is proposed to determine the cracking moment in the same way as reinforced concrete structures that use a nonlinear deformation model that provides a single connection when calculating the first and second groups of limit states. Accurate determination of the cracking moment is an important element of the calculation for the second group of limit states, especially the consistency of theoretical data with experimental data for concrete elements reinforced with fiberglass fitting. The following calculation methods are considered: using the elastoplastic moment and calculation using a nonlinear deformation model (two- and three-line diagrams of concrete state with parameters). Experimental data from the experiment have been taken as the initial data for the calculation of the cracking moment for the considered methods.
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