Güçlendirilmiş malzemelerin yapısal davranışıçelik içeren beton kirişler lifler ve nanocam tozu

Structural concrete performance has a different characteristic from those of regular concrete at the different levels of structural elements and their effects on capacity. This is done by evaluating the structural acts that steel fibers and nano glass particles in molding the behavior of concrete material and affect the shear resistance. This thesis investigates the impact on concrete of varying the concrete percentage, water-to-cement ratio, nano-glass powder content, and SFRC impacts based on 331 kg and 486 kg of cement. The results show that increasing the nano glass powder decreased the cement beam reliability properties while SFRC percentages were shown to increase beam reliability. The splitting results were reduced by the nano glass powder, and the flexural results improved as the SFRC was raised.