18 results with keyword: 'study shear behavior reinforced concrete deep beams'
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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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:
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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
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Shear Strength Prediction of Steel Fiber-Reinforced Concrete Deep
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Shear Strength Prediction of Reinforced Concrete Deep Beams Using Strut-and-Tie Model. Shear strength of deep beams: a mathematical model and design
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In the present study the ultimate shear strength of steel fiber reinforced concrete moderate deep beams was defined as the sum of shear strength contribution by concrete and
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This paper presents a study on the shear behavior of reinforced concrete (RC) beams strengthened by jacketing the surfaces of the beams using ultra‑high performance fiber
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Effect of Effective Depth (Size Effect) ... Effectiveness Factor ... NUMERICAL INVESTIGATION ON THE SHEAR STRENGTH OF RC DEEP BEAMS USING THE MICROPLANE MODEL ... NUMERICAL
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The main objective of this paper was to review the behavior of the reinforced concrete deep beams under bending, shear, and torsion.Many factors that effected to the shear force
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Patel & Pandya study the shear strength of Polypropylene Fibre Reinforced Concrete (PPFRC) moderate deep beams without stirrups. He casted & tested total 16 numbers
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These figures also indicate that tested beams with the same (a/d) ratio shows almost the same total applied load- strain gradient with major strains redistribution in the
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The effect of hybrid fibers on shear strength of reinforced concrete deep beams with different steel fiber volume fractions (0 %, 1.0 % and 2.0 %), and shear span-to-depth
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For the horizontal steel, a redistribution of strains occurred after first diagonal cracking for these three beams but this redistribution was higher for beam BS5
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Keywords: FRP; reinforced concrete beams; shear strength; size effect; cracking; shear strain;.. experimental study; diagonal tension failure; shear
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To study the shear performance and behavior of deep beams reinforced with GFRP plate, experiments were undertaken using the following factors: dierent ma- terials, shear
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Figure 8 compares the load deflection curves at midspan for beams strengthened by the new technique using vertical NSM intertwined roving GFRP rods with that strengthened with
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For the beam specimen (TB-1S-WC), the cracks firstly initiate in the tensile cord and significantly as the load increase another new cracks appears and propagate
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Abstract–– Paper describes an experimental study for behavior of crack and modes of failure of SFRC (Steel Fiber Reinforced Concrete) deep beams & Moderate
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