Investigation on the effects of activation strategies and service temperature on the pre-stress levels of Fe-SMA-to-glass adhesively bonded joints

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-22 DOI:10.1016/j.engstruct.2024.119290
Zhikang Deng , Lingzhen Li , Vlad-Alexandru Silvestru , Elyas Ghafoori , Andreas Taras
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Abstract

Glass beams have been widely used as structural elements. However, glass is brittle, and the load-carrying capacity of glass beams after cracking is quite low. Adhesively bonded pre-stressed iron-based shape memory alloy (Fe-SMA) tendons can effectively increase the initial glass cracking load, the post-cracking load-carrying capacity, and the deformability of glass beams. Activation, which involves controlled heating followed by natural cooling, is one of the key processes of such an application to attain the target pre-stress levels. The effectiveness of activation depends on the activation length (over which the Fe-SMA strips were activated), anchorage length and activation temperature. A deep understanding of the activation strategy is crucial for maximizing pre-stress levels while avoiding premature failures such as glass breakage or debonding during activation. In this study, first, activation strategies for Fe-SMA-to-glass adhesively bonded joints were investigated experimentally by considering various activation temperatures and activation lengths, aiming to attain high pre-stress levels while avoiding glass breakage and debonding. Second, the effect of elevated service temperature (50 °C and 80 °C) on the pre-stress loss was investigated for the same specimens. Third, a finite element model was developed to investigate the different activation strategies further. The results showed that (1) the segmented activation strategy improved stress concentration compared with the single-cycle activation strategy, (2) the pre-stress was completely lost when the service temperature was 50 °C and 80 °C, (3) longer activation lengths resulted in a relatively lower pre-stress level, and (4) increasing the activation temperature substantially raised the pre-stress level. The findings in this research will contribute to the efficient design and application of pre-stressing glass elements using adhesively bonded Fe-SMA tendons.
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活化策略和使用温度对 Fe-SMA- 玻璃粘接接头预应力水平影响的研究
玻璃梁已被广泛用作结构元件。然而,玻璃是脆性材料,玻璃梁开裂后的承载能力相当低。粘合预应力铁基形状记忆合金(Fe-SMA)筋可有效提高玻璃梁的初始开裂荷载、开裂后的承载能力和变形能力。活化是达到目标预应力水平的关键过程之一,包括受控加热和自然冷却。活化的效果取决于活化长度(Fe-SMA 带的活化长度)、锚固长度和活化温度。深入了解活化策略对于最大限度地提高预应力水平,同时避免在活化过程中出现玻璃破裂或脱粘等过早失效至关重要。在本研究中,首先,通过考虑不同的活化温度和活化长度,对 Fe-SMA 与玻璃粘接接头的活化策略进行了实验研究,旨在获得高预应力水平,同时避免玻璃破裂和脱落。其次,针对相同的试样,研究了使用温度升高(50 °C 和 80 °C)对预应力损失的影响。第三,建立了一个有限元模型,以进一步研究不同的活化策略。结果表明:(1) 与单循环活化策略相比,分段活化策略改善了应力集中;(2) 当使用温度为 50 ℃ 和 80 ℃ 时,预应力完全丧失;(3) 较长的活化长度会导致相对较低的预应力水平;(4) 提高活化温度会大幅提高预应力水平。本研究的结果将有助于使用粘合剂粘结的 Fe-SMA 筋有效设计和应用预应力玻璃元件。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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