用于结构玻璃抗弯加固的创新型混合 CFRP 复合材料和 Fe-SMA 粘合系统

Jorge Rocha , Eduardo Pereira , José Sena-Cruz
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引用次数: 0

摘要

现代建筑越来越多地采用结构玻璃来满足具有挑战性的应用需求。玻璃行业一直在采用热增韧和层压等先进技术来提高拉伸强度,避免突然失效。然而,意外失效依然存在,阻碍了玻璃作为结构材料的更广泛应用。研究人员已经测试了其他玻璃复合材料系统,包括钢、纤维增强聚合物(FRP)或铁基形状记忆合金(Fe-SMA)等增强材料。本研究探讨了一种创新概念,即通过近表面安装 (NSM) 或外部粘接增强 (EBR) 技术同时应用 CFRP 和 Fe-SMA 增强材料来强化玻璃。该系统可有效防止过早脱粘,增强开裂后的响应,并确保延展性破坏模式,同时操作简单。对大型夹层玻璃梁进行了弯曲试验,以确定该系统的有效性,同时还通过在玻璃加固构件中施加不同的预应力水平,研究了后张法的优点。本文首先通过实验证据强调了玻璃复合材料系统中 Fe-SMA 增强材料的优势,随后探讨了所提出的创新型 CFRP 复合材料和 Fe-SMA 粘结混合系统。
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Innovative hybrid CFRP composite and Fe-SMA bonded systems for structural glass flexural strengthening
Contemporary architecture is increasingly embracing the use of structural glass for challenging applications. Glass industry has been adopting thermal toughening and lamination as advanced techniques to enhance tensile strength and avoid sudden failures. However, unexpected failure persists and hinders a more widespread application of glass, including as a structural material. Researchers have tested alternative glass composite systems, integrating reinforcements like steel, fiber-reinforced polymers (FRP), or iron-based shape memory alloy (Fe-SMA). This study explores an innovative concept that involves the simultaneous application of CFRP and Fe-SMA reinforcements via near-surface mounted (NSM) or externally bonded reinforced (EBR) techniques for glass strengthening. This system is shown to effectively prevent premature debonding, enhance post-cracking response, and ensure ductile failure modes, while being simple. Bending tests on large-scale laminated glass beams were performed to characterize the effectiveness of the system, while also the benefits of post-tensioning were investigated by inducing different prestressing levels in the glass strengthened elements. The paper first highlights the advantages of Fe-SMA reinforcements in glass composite systems through experimental evidence, followed by exploration of the proposed innovative hybrid CFRP composite and Fe-SMA bonded systems.
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