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18 results with keyword: 'reinforced concrete deep beams with web openings'

Reinforced concrete deep beams with web openings

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

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2021
Numerical Study on FRP Strengthened RC Deep Beams with Openings

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

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2020
Structural Behaviour of Reinforced Concrete Continuous Deep Beams with Web Openings.

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

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2021
Evaluation of Effectiveness of SFRC Deep Beams in Shear Abhijeet Pabale, A.J.Mehetre

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

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2022
Influence of inclined web reinforcement on reinforced concrete deep beams with web openings.

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

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2021
Concrete Beam With and Without Openings Using Sisal Fiber 1

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

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2022
Finite element analysis of rc deep beams with openings located in the mid of shear span

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

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2021
ISSN: 2348 9510 International Journal Of Core Engineering & Management (IJCEM) Volume 2, Issue 12, March 2016

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

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2022
Behaviour of Reinforced Concrete Beams With Circular Transverse Openings Under Static Loads

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

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2021
Experimental Analysis of Deep Beam by using BFRP and Bamboo as Reinforcement

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

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2020
Behavior of High Strength Reinforced Concrete Deep Beams with Openings

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

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2020
Effects of square openings in reinforced concrete deep beams

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

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2021
Prediction Of Behaviour Of Reinforced Concrete Deep Beams With Web Openings Using Finite Elements

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

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2021
Finite Element Analysis of Reinforced Concrete Deep Beams with Large Openings

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

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2020
Strength and Serviceability of Reinforced Concrete Deep Beams with Large Web Openings Created in Shear Spans

If consider the beams with openings at the center of shear spans as reference specimens, it is very useful to pay attention to the fact that, the midspan deflection at service

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2021
Experimental behaviour of high-strength concrete deep beams with web openings

Category 1 beams (along with S05-72-1 in Category 5) are designed to observe the relationship of a change in opening location in the horizontal direction. Table

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2020
Experimental behaviour of high-strength concrete deep beams with web openings

Stage 1 beams (along with S05-72-1 in Stage 5) are designed to observe the relationship of a change in opening location in the horizontal direction. Table 2 presents the

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2021
Eexperimental and numerical studies on behaviour of frp strengthened deep beams with openings

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

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2021

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