Parametric analysis of the reinforcement of glued laminated timber beams with composite bars containing basalt fiber

D. Jończyk
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Abstract

Abstract Due to the greater importance put on the environment in the construction industry, wood, being a natural building material, has become more popular. It is of particular importance in the case of making elements with high aesthetic value and resistant to chemical corrosion. Due to high strength and, at the same time low weight, composite materials, especially fibrous composites, are also increasingly used. Among the fibrous composites, basalt fiber materials that are of natural origin and are ecological deserve attention. Therefore, the possible benefits resulting from the combination of two ecological materials was considered. In Ansys 16.1, a numerical model was created for parametric tests, assuming various construction configurations. In the ANSYS program, beams made of glued laminated timber, reinforced with BFRP bars, were modeled in various configurations of beam height, bar length, and bar distance from the lower and upper edge of the cross-section. The best results were obtained for the highest-height reinforced beams.
玄武岩纤维复合筋层合木梁配筋参数分析
摘要:随着建筑行业对环境的日益重视,木材作为一种天然的建筑材料越来越受到人们的青睐。在制作具有高美学价值和耐化学腐蚀的元素的情况下,这一点尤为重要。复合材料,特别是纤维复合材料,由于具有高强度和低重量的特点,也得到越来越多的应用。在纤维复合材料中,玄武岩纤维材料是一种天然的生态材料,值得关注。因此,考虑了两种生态材料结合可能产生的效益。在Ansys 16.1中,建立了一个数值模型进行参数化试验,假设了不同的结构构型。在ANSYS程序中,用BFRP筋加固胶合层合木材制成的梁,在不同的梁高、杆长、杆距上边缘和下边缘的不同配置下进行建模。最高高度的钢筋梁得到了最好的结果。
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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