Results 11 to 20 of about 4,767,291 (342)

Proposed formula for design of deep beams with shear openings

open access: yesHBRC Journal, 2018
This research presents an analytical study to verify the experimental study of new models for reinforcing deep beams with different shear openings, in addition to proposing a formula for calculating the shear capacity of such beams.The results of the ...
M.A. Ibrahim   +3 more
doaj   +4 more sources

Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates

open access: yesMateriales de Construccion, 2014
This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams.
M. Panjehpour   +3 more
doaj   +3 more sources

Diagonal Tension Cracking Strength and Risk of RC Deep Beams

open access: yesBuildings, 2022
This study focuses on the shear serviceability of simple and continuous reinforced concrete deep beams. The test results of 81 simple deep beams (i.e., simply supported single-span deep beams) and 29 continuous deep beams, for which their diagonal ...
Hui Chen, Wei-Jian Yi, Ke-Jing Zhou
doaj   +2 more sources

Maximum Shear Strength Limit for Reinforced Concrete Deep Beams

open access: yesInternational Journal of Concrete Structures and Materials
Although it is widely known that the shear strength of reinforced concrete (RC) deep beams is higher than that of general RC beams to which Bernoulli’s assumption can be applied, the maximum shear strength limit of deep beams is identical to that of ...
Jung-Yoon Lee, Yeonje Choi, DongIk Shin
doaj   +2 more sources

Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams

open access: yesCase Studies in Construction Materials, 2022
This experimental study aims to examine the effectiveness of shear stirrups and carbon fiber-reinforced polymer (CFRP) strengthening scheme in enhancing the deep beams’ shear strength.
Aref Abadel   +6 more
doaj   +1 more source

Experimental and Numerical Study of UHPFRC Continuous Deep Beams with Openings

open access: yesBuildings, 2023
To study the performance of UHPFRC continuous deep beams with openings, experimental and numerical investigations have been carried out. The test program included seven continuous deep beams with openings, in addition to one similar solid beam.
A. Yousef   +2 more
semanticscholar   +1 more source

Sustainability of Using Steel Fibers in Reinforced Concrete Deep Beams without Stirrups

open access: yesSustainability, 2023
Reinforced Concrete (RC) deep beams perform better structurally when steel fibers are added, as this reduces the need for web steel reinforcements, boosts shear strength, and helps to bridge cracks. The current ACI 318-19 code does not include predicting
G. Almasabha   +4 more
semanticscholar   +1 more source

NEW MODEL OF ECO-FRIENDLY HYBRID DEEP BEAMS WITH WASTES OF CRUSHED CONCRETE

open access: yesJurnal Teknologi, 2023
This paper presents a new model of hybrid sustainable deep beams that include crushed coarse aggregates (RCA) in place of natural aggregates. RCA was in three replacement ratios: 0%, 50%, and 100%.
Qasim Mohammed Shakir   +1 more
semanticscholar   +1 more source

Effect of Steel Fiber on The Behavior of Deep Beams With and Without Web Opening [PDF]

open access: yesEngineering and Technology Journal, 2011
This study investigates experimentally the strengthening of reinforced concrete deep beams using steel fibers. The experimental work could be divided in two parts, the first part consists of casting and testing six deep beams without web opening and the ...
Ahmed S. Diab   +2 more
doaj   +1 more source

Shear strength of functionally graded self-compacting concrete deep beams reinforced with steel and GFRP bars

open access: yesCase Studies in Construction Materials, 2023
Glass fiber-reinforced polymer (GFRP) bars are emerging as a potential replacement for steel rebars due to their vulnerability to corrosion. However, the shear behavior of GFRP bars is not well established, especially in functionally graded self ...
Husain Abbas   +4 more
doaj   +1 more source

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