Modelling of sample beam concrete when added fiber glass to know flexural strength

A. S. M. AL-obaidi, Sergei N. lenovich
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Abstract

Background: This research mainly consists of determining whether concrete with the addition of fiberglass helps in its physical and mechanical properties and properties on the compressive, bending and adsorption forces of concrete in Iraq. Aim of project: this paper aims to modelling of sample beam concrete when added fibre glass to know flexural strength. material and method: In this study, 4 samples were collected were distributed on (control sample - and 3 samples to which fibers were added in different proportions with dimension1000mmlength -150 width-150height ).The tests applied in this experiment were based on the discipline positioning test at the age of 28 days and The L.V.D.T deviation reader was relied upon until a failure occurred the sample ,The modelling of concrete beams was based on the according blender program. Results : These obtained data were analysed using Microsoft Excel and SPSS. result showed compressive strength test of concrete beams had an increase compared to the control group when added 1.5% with 9.2%. It was noted that there were statistical differences between samples to which glass concrete fibers were added with the control group at p value <0.001 .the tensile strength achieved the highest value increase when glass fibers were added with 1.5% to become 5.3 MPA, The results of the three-dimensional modelling of concrete beams using the blender program appeared Great accuracy and convergence compared to the laboratory results of the research samples Conclusion: Reinforced concrete beams reinforced with glass fibers showed greater tensile and compression resistance compared to traditional reinforced concrete beams in order to achieve them and modelling the results helped in obtaining more accurate results, although there was no significant difference in the extracted result.
对试件梁混凝土加入玻璃纤维后的抗弯强度进行建模
背景:本研究主要包括确定加入玻璃纤维的混凝土是否有助于其物理力学性能以及对伊拉克混凝土的压缩、弯曲和吸附力的性能。项目目的:对加入玻璃纤维后的梁混凝土样品进行建模,了解其抗弯强度。材料和方法:本研究收集了4个样品(对照样品)和3个按不同比例添加纤维的样品(尺寸为1000mm长-150宽-150高)。本试验采用28天龄的学科定位试验为基础,在试样发生破坏前依靠L.V.D.T偏差读取器,混凝土梁的建模采用相应的搅拌器程序。结果:采用Microsoft Excel和SPSS软件对所得数据进行分析。结果表明:混凝土梁抗压强度试验结果表明,添加1.5%和9.2%的混凝土梁抗压强度均较对照组有所提高。结果表明,加入玻璃纤维的试件与对照组之间存在统计学差异,p值<0.001,当玻璃纤维添加量为1.5%时,抗拉强度增幅最大,达到5.3 MPA,使用搅拌器程序对混凝土梁进行三维建模的结果与研究试件的实验室结果相比,具有较高的准确性和收敛性。与传统的钢筋混凝土梁相比,用玻璃纤维加固的钢筋混凝土梁显示出更大的抗拉和抗压能力,为了实现它们,建模结果有助于获得更准确的结果,尽管提取的结果没有显著差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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