ملخص البحث :
Openings in beams cause load path and stress discontinuities. Several
research experiments have been conducted in recent years to improve the area
surrounding the opening using various techniques. In this research investigate the
effect of hybrid concrete (normal concrete and steel fiber reinforced concrete ) on the
beams with transfer opening subject to combined loading (torsion and bending). Six
specimens of reinforced concrete beams with the same dimension and reinforcement
were tested. The variable where distance of hybrid area around opening (150, 225,
450 and 1500) mm. The opening in reference concrete beams was decrease in the
ultimate twisting moment (18.28%) with respect to solid one (without opening). The
ultimate twisting moment increases by (32-68%) as steel fiber reinforced concrete is
used around the opening. Simultaneously, the twist angle was increased by about
(27.6- 46.7%). In addition, relative to the control specimen, the first crack was
delayed by bout (41.6-75) %.
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سنة النشر : 2021
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تصنيف البحث : scopus
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