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Stress analyses and strength predictions were carried out.
It was then combined with the global finite element model to obtain residual strength predictions.
The test results correspond well with the design strength predictions of individual elements in each connection.
In addition, machine learning-based classifiers were engaged for strength predictions.
Two different displacement fields have been examined for their influence on the strength predictions.
Strength predictions made by extrapolating experimental data indicate varying rheological stratification throughout the area.
The shear strength predictions of FRC beams were evaluated as to whether or not they are applicable to UHPFRC beams.
The proposed theoretical model was found to provide strength predictions to a very high degree of accuracy.
The results obtained are finally compared to those of more time-consuming 2D FE strength predictions.
The joint strength predictions have shown that, for identical adherends, the mixed modulus technique is of little benefit.
For a compression-loaded chord, both design specifications show conservative strength predictions as compared to the present study.
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