Prof. Dr. Muhannad Alawi Shallal, Ms. Huda Subaih Mardas, and Ms. Abdullah Hamed Radhi published a scientific research paper entitled “An Experimental and Numerical Study on the Shear Behavior of Fiber-Reinforced Concrete Beams Without Shear Reinforcement” in the *Journal of Building Pathology and Rehabilitation*, indexed in Scopus in the second quartile (Q2), with an impact factor of 2.2 and a CiteScore of 3.8, published by Springer Nature. The research presented a comprehensive study of the factors affecting the shear strength of steel-fiber reinforced concrete beams without shear reinforcement, using an integrated methodology combining experiments and numerical analysis. The numerical study also demonstrated the effectiveness of steel fibers in improving the behavior of concrete beams and their load-bearing capacity. These results provide valuable insights for the design of unreinforced shear beams, particularly when considering sustainable alternatives such as the use of steel fibers and certain parameters that increase the shear strength of concrete beams.<\/p>\n","protected":false},"excerpt":{"rendered":"