This paper presents the study of the flexural concrete elements behaviorwith modified basalt FRP bars 'ANK-BM' with rhomboid relief (nonspinnerettechnology) 'Plaintrusion'. The comparative analysis of theflexural elements behavior strengthened by steel and composite reinforcementwas carried out. The resistance of flexural compositeconcreteelements in standard cross-sections was studied within thearea of a peak bending moment at all stress and strain states down torapture. The comparison was made of test and theoretical results.
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