To study the correlation between inclined pre-cracks and the shear behavior of reinforced concrete (RC) beams, an experimental investigation was carried out in this study. To be specific, four series of beams with different cracking conditions were tested: no pre-cracks, pre-cracks in the bending span via loading, pre-cracks in the shear span ...
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WhatsApp: +86 18221755073This paper presents the findings of an experimental data on the effects of inclined shearreinforcement in reinforced concrete (RC) beam. Two types of shear reinforcement of RC beamwere ...
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WhatsApp: +86 18221755073In the present study, the RC on-the-ground blast-resistant shelter of a novel interior cylindrical configuration consisting of vertical and inclined walls with a flat roof in M40 concrete and Fe500 steel is proposed and its investigation is carried out under two different blast scenarios namely; spherical air detonation (SAD) and hemispherical ...
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WhatsApp: +86 18221755073with straight cantilever (α=0.0 °) and inclined cantilevers (α= 30 °, 45, 60°,90 )the main steel percentage of tested beam were A s1 = 2Φ16mm (ρ = 1.24) and A s2 = 4Φ16mm( ρ = 1.24) for all beam. II. Materials 2.1 Concrete Concrete mixes design was made to produce concrete having 28 days' strengths of about 250kg/cm2. The mix
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WhatsApp: +86 18221755073The results of 13 tests of post-tensioned I- and T-beams are presented. All but two of the beams contained inclined tendons and all but two failed in shear. The recommendations of the British and European Codes are reviewed and compared with the present and other test results. It is shown that the British Codes are unsatisfactory and that the CEB recommendations, while …
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