Various experimental studies have been carried out on glass fiber reinforced concrete (GFRC), but in limited studies, the behavior of this type of concrete is evaluated using finite element method (FEM). In this study an analysis model is presented for predicting energy absorption capacity of glass fiber reinforced self-compacting concrete (GFRCSCC) beams and the results are compared with exper...

This paper focuses on the flexural impact behaviour of steel I-beams with rectangular web openings. Published studies resistance and design requirements perforated beams are limited. To shed light such a topic, detailed non-linear three-dimensional finite element models (FEMs) were developed using ABAQUS. Rigorous validation process was employed to verify FEMs built against published experiment...

This paper aims to study the behavior of steel I beams with web openings. However, openings might lead a noteworthy reduction in load-carrying capacity beams, but can also be so supportive and essential from an economic point view. An experimental investigation nonlinear three-dimensional finite element analysis using ABAQUS computer program were planned conducted on six I-beams having same dim...

The article analyzes a prestressed reinforced concrete dapped-end beam of rectangular cross-section. negative effect reinforcement prestressing on the bearing capacity is analyzed. numerical model made based an experiment and nonlinear analysis performed using DIANA FEA software package to determine different intensity beam. results are compared with analytical calculations behavior described i...