Abstract: Aims: This study aims to validate the behavior of BRC beams and SRC beams from experimental results using the finite element method (FEM) and Artificial Neural Networks (ANN) method. Validation is carried out on the load vs. deflection relationship, the crack pattern, and the stress that occurs.
Methods: The specimens used 21 single reinforced concrete beams consisting of 20 BRC beams and one SRC beam. The size of the beams is 75 mm x 150 mm x 110 mm. The beams were tested using the four-point load method.
Results: The test results show that the BRC beam and the SRC beam have different behavior, especially in the crack distribution patterns and and the stress coordinates that occur. The deflection of BRC beams is greater when compared to SRC beams.
Conclusions: The BRC beams have an elastic limit point and lower stiffness than SRC beams. The advantages of BRC beams are that they have elastic properties and high energy absorption.
Acknowledgements: This research was supported by the Directorate of Research and Community Service, the Directorate General of Research and Technology Strengthening and Development of the Ministry of Education and Culture of the Republic of Indonesia or DRPM of the Republic of Indonesia.

Biography: Dr. Muhtar is a Lecturer in the Department of Civil Engineering, University of Muhammadiyah Jember Indonesia from 1997 until now. The doctoral degree was obtained in the Civil Engineering Doctoral Program with an interest in Structural Engineering at the University of Brawijaya Malang, Indonesia. Other experience is in the field of Consulting Services and Construction Services since graduating from Senior High School or Vocational High School. Research topics include concrete technology, renewable construction materials, structural engineering, earthquake-resistant construction, and Numerical analysis especially the finite element method.