Improvement of Structural Properties for Reinforced Concrete Deep Beam using Silica Fume with Polypropylene Fibers

R. Atea
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Abstract

The objective of this study is to investigate the effect of silica fume and polypropylene fibers to gather on the mechanical properties of concrete and the improvement on general behaviour for deep reinforced concrete beams containing silica fume and polypropylene fibers. Properties studied include Silica fume content used was (0%, 10% and 20%) by replacement of equal weight of cement in concrete. Polypropylene fibers were added in (0%, 0.20% and 0.40%) by volume fraction of concrete. Totally three deep reinforced concrete beams specimens with cross-sectional dimension of (100X300)mmfor a length of 1000mm were tested. Out of which three beams provisional on the relation of shear span (a) to the active depth (d) .The (a/d) ratio was used (1) with different containing silica fume and polypropylene fibers with differents percentsge of replacement for silica fume and various Polypropylene fibers were addition from volume fraction.The experimental test results improved for toughened properties contain the compressive strength, splitting tensile strength and modulus of elasticity and also enhancement general behaviour for deep reinforced concrete beams when studied the crack patteren, load-deflection and strains.
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聚丙烯纤维硅烟改善钢筋混凝土深梁结构性能
本研究的目的是研究硅灰和聚丙烯纤维对混凝土力学性能的影响,以及对含有硅灰和聚丙烯纤维的深层钢筋混凝土梁的一般性能的改善。性能研究包括使用硅灰含量为(0%,10%和20%)通过在混凝土中替换同等重量的水泥。聚丙烯纤维按混凝土体积分数分别添加0%、0.20%和0.40%。共试验了3根钢筋混凝土深梁试件,截面尺寸为(100X300)mm,长度为1000mm。其中三根梁暂定了剪切跨度(a)与有效深度(d)的关系。(a/d)比值采用(1)不同含硅灰和聚丙烯纤维,硅灰替代率不同,从体积分数中加入各种聚丙烯纤维。通过对深筋混凝土梁的裂缝形态、荷载挠度和应变的研究,提高了深筋混凝土梁的抗压强度、劈裂抗拉强度和弹性模量的增韧性能,提高了深筋混凝土梁的一般性能。
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