It offers a good indication of the ultimate load-carrying capacity of the beam which is affected by the size and location at which the natural load path is interrupted by an

the Author to complete the thesis in Cambridge. The, research reported in this thesis was supported by the Science Research Council.. This thesis is concerned

It is important to study the behaviour of reinforced concrete deep beams with openings as the presence of openings in deep beams often resulted into many problems in the reduction

This paper aims to develop three dimensional nonlinear finite element models for reinforced concrete deep beams with web openings externally bonded using Basalt Fibre

For group 6 in which the opening shape is rectangular, if the horizontal dimension is changed and the vertical dimension is constant (60 mm), it is found that the failure load

Behavior of normal reinforced concrete deep beams and steel fiber reinforced concrete deep beams subjected to predominant shear with or without stirrups and web reinforcement

This study includes analysis of one control beam (without opening) and three beams with square opening (with different position of opening) and one beam with circular

For beams having an opening area ratio of 0.025 within exterior shear spans, the normalized load and shear capacities were approximately similar to those of the

Then ATENA was used to model and analyze simple supported reinforced concrete deep beams and continuous deep beams to investigate the effects of different parameters:

Joshi, “Evaluation of ultimate strength of reinforced concrete deep beams with web openings”, International Journal of Research in Engineering and Social Sciences (IJRESS), vol.

This study deals with the behaviour and ultimate strength of sisal fiber reinforced concrete (SFRC) deep beams with and without openings in web subjected to

This experimental study deals with the behaviour and ultimate strength of steel fibre reinforced concrete(SFRC) deep beams with and without openings in web

This experimental study deals with the behavior and ultimate strength of steel fiber reinforced concrete (SFRC)deep beams with and without openings in web subjected to two point

Deep beams with openings having an effective inclined reinforcement factor larger than 0.15 exhibited higher shear strength than the corresponding solid beam, N0..

Tamer El Maaddawy and Sayed Sherif [38] worked on “FRP composites for shear strengthening of reinforced concrete deep beams with openings” The paper presents the results of

Shear Strength Prediction of Steel Fiber-Reinforced Concrete Deep

This study presents a nonlinear analysis using the finite element method to predict the ultimate load and mode of failure for reinforced concrete deep beams with web

This thesis focuses on modelling the complex shear behavior of fiber- reinforced concrete (FRC) deep beams. While deep beams are typically reinforced only with steel bars