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Analyses on Prestress Loss and Flexural Performance of the Laminated Bamboo Beam Applied with Prestressed BFRP Sheet

机译:采用预应力BFRP薄板叠层竹梁预应力损耗和弯曲性能分析

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Inspired by the studies about wooden beam applied with prestressed steel plate and bamboo beam strengthened by fiber-reinforced polymer (FRP), this paper aims to explore the applicability of the prestressed basalt fiber-reinforced polymer (BFRP) sheet to the laminated bamboo beam and the variation of the flexural performance of the laminated bamboo beam applied with prestressed BFRP sheet. Two series of tests were conducted in the present study. In the first series of tests, the prestress loss of the prestressed BFRP sheet was classified and analyzed based on measured strains and deflections, which led to a derivation of the effective prestressed force considering the prestress loss. Analyses showed that the recommended value of prestress loss compared with the initial prestressed force was 22.0% based on the existing test data in the specimen preparation stage. In the second series of tests, the static loading test was performed to investigate the flexural performance of the laminated bamboo beam applied with prestressed BFRP sheet and analyze the difference between the laminated bamboo beams applied with prestressed and non-prestressed BFRP sheets. Test results showed that the no significant variation of the ultimate load and a reduction of the ultimate deformation capacity were caused by the application of the prestressed BFRP sheet.
机译:由纤维增强聚合物(FRP)加固预应力钢板和竹梁的木梁的研究启发,旨在探讨预应力玄武岩纤维增强聚合物(BFRP)片材与层压竹梁的适用性和采用预应力BFRP板施加层压竹梁弯曲性能的变化。在本研究中进行了两种测试。在第一系列测试中,基于测量的菌株和偏转,将预应力的BFRP纸张的预应力损失分类,并导致考虑预应力损失的有效预应力的推导。分析表明,根据试样制备阶段的现有测试数据,预应力损失的推荐值为22.0%。在第二系列试验中,进行静态加载试验以研究施加预应力的BFRP板的层压竹梁的弯曲性能,并分析用预应力和非预应力的BFRP板施加的层压竹梁之间的差异。测试结果表明,由预应力的BFRP板料的应用,终极载荷的无显着变化和最终变形能力的降低。

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