18 results with keyword: '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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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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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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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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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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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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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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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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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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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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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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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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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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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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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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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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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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