Zhikang Deng , Lingzhen Li , Vlad-Alexandru Silvestru , Elyas Ghafoori , Andreas Taras
{"title":"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","authors":"Zhikang Deng , Lingzhen Li , Vlad-Alexandru Silvestru , Elyas Ghafoori , Andreas Taras","doi":"10.1016/j.engstruct.2024.119290","DOIUrl":null,"url":null,"abstract":"<div><div>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.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"324 ","pages":"Article 119290"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation on the effects of activation strategies and service temperature on the pre-stress levels of Fe-SMA-to-glass adhesively bonded joints\",\"authors\":\"Zhikang Deng , Lingzhen Li , Vlad-Alexandru Silvestru , Elyas Ghafoori , Andreas Taras\",\"doi\":\"10.1016/j.engstruct.2024.119290\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"324 \",\"pages\":\"Article 119290\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-11-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029624018522\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029624018522","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Investigation on the effects of activation strategies and service temperature on the pre-stress levels of Fe-SMA-to-glass adhesively bonded joints
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.
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.