18 results with keyword: 'shear behaviour of reinforced concrete deep beams'
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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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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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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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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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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Shear Strength Prediction of Steel Fiber-Reinforced Concrete Deep
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Lee (2011), investigated the behaviour and performance of reinforced concrete (RC) T-section deep beams strengthened in shear with CFRP sheets.. A total of
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In present study cube compression test, split tensile test, flexure and shear test on beams on plain and varying hybridization ratio of steel and polypropylene
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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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This paper presents the experimental results of shear behaviour on concrete beams longitudinally reinforced with glass fiber-reinforced polymer (GFRP) reinforcement
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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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By application of finite element method in reinforced concrete deep beams, analytical study was done based on the behaviour of deep beams by considering stress
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This paper presents the experimental results of shear behaviour on concrete beams longitudinally reinforced with glass fiber-reinforced polymer (GFRP) reinforcement
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Abstract — This paper deals with the shear behaviour of self compacting concrete (SCC) beams reinforced with basalt fiber- reinforced polymer (BFRP) bars.. Fifteen
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Test results shows that first crack load, ultimate load, energy absorption capacity, experimental shear strength and ductile characteristic of F&GHGPC
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Test results of twenty four reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth
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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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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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