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Enhancement of flexural performance of wood beams using textile fabrics

机译:使用纺织面料增强木梁的抗弯性能

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The aim of this study was to investigate the flexural performance of wood beams (beech — Fagus orientalis Lipsky) reinforced with woven and selected weft knitted glass fabrics, namely, Milano and plain knit. Some physical and mechanical properties of the beech wood and the textile fabrics were determined in accordance with relevant ASTM standards. Twenty-four wood beams which have two different cross sections (I-shaped and square hollow) were manufactured and tested under a three-point load. They were divided into two groups: Group A specimens were not reinforced to serve as a reference, whereas Group B specimens were reinforced with textile fabrics combined with adhesion. The flexural behavior of the specimens was studied through their load-deflection characteristics. The modes of failure were identified and categorized. The experimental results showed that the load-bearing capacity of reinforced beams increased significantly compared to the beam without reinforcement. This method can be used to repair and strengthen damaged wood beams.
机译:这项研究的目的是研究用机织和精选的纬编玻璃纤维(米兰和平纹针织)增强的木梁(山毛榉- Fagus Orientalis Lipsky)的抗弯性能。山毛榉木和纺织品的一些物理和机械性能是根据相关的ASTM标准确定的。制造了具有两个不同横截面(I形和方形空心)的二十四个木梁,并在三点载荷下对其进行了测试。将它们分为两组:A组标本未进行增强以作为参考,而B组标本则通过织物与粘合力进行了增强。通过其载荷-挠度特性研究了试样的弯曲行为。识别失败的方式并进行分类。实验结果表明,与不加筋的梁相比,加筋的梁的承载能力显着提高。此方法可用于修复和加固受损的木梁。

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