... to meet the required anchorage length in current design standards. The goal of this work was to compare the flexural and flexural-bond behaviours of CFRP-reinforced beams and steel-reinforced beams using four-point flexural tests. CFRP rods with thread-wrapped and sand-coated surfaces, each with distinct...

... between deformed steel bars and UHPC under the conditions of splitting failure and pullout failure, respectively. The proposed calculation model was verified with a large number of test data from the literature and experiments conducted by the authors. Finally, the anchorage length of deformed steel bars...