Yunzhuo Zhu , Zhaoyan Cui , Ming Xu , Liuhui Tu , Dongsheng Huang , Jiajia Ou
{"title":"轴压和偏心压作用下GLB柱的耐火性能:试验与数值研究","authors":"Yunzhuo Zhu , Zhaoyan Cui , Ming Xu , Liuhui Tu , Dongsheng Huang , Jiajia Ou","doi":"10.1016/j.engstruct.2025.120907","DOIUrl":null,"url":null,"abstract":"<div><div>Due to its carbon-sequestering, and renewable properties, glued laminated bamboo (GLB) holds significant potential as a structural material. However, its combustibility raises concerns about its fire resistance. This paper uses experimental and numerical investigation to study the compressive performance of GLB columns exposed to four-side fire exposure following the ISO 834 standard curve, considering the effects of different slenderness ratio, load ratio, and eccentricity. It is found that for GLB columns subjected to axial compression, the fire resistance decreases with increasing slenderness ratio and load ratio. For GLB columns under eccentric compression, the fire resistance shows a slight decline as the eccentricity increases. The failure mode is dominated by fiber rupture on the tensile side. The thermo-mechanical coupling analysis accurately simulated the temperature distribution and mechanical behavior of GLB columns, with errors for charring depth and fire resistance both within 10 % between experimental and simulated results. This study reveals the failure modes and fire resistance of GLB columns under compression, and provides essential theoretical and practical references for designing and fireproofing GLB structures.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"342 ","pages":"Article 120907"},"PeriodicalIF":6.4000,"publicationDate":"2025-07-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Fire resistance of GLB columns under axial and eccentric compression: Experimental and numerical investigation\",\"authors\":\"Yunzhuo Zhu , Zhaoyan Cui , Ming Xu , Liuhui Tu , Dongsheng Huang , Jiajia Ou\",\"doi\":\"10.1016/j.engstruct.2025.120907\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Due to its carbon-sequestering, and renewable properties, glued laminated bamboo (GLB) holds significant potential as a structural material. However, its combustibility raises concerns about its fire resistance. This paper uses experimental and numerical investigation to study the compressive performance of GLB columns exposed to four-side fire exposure following the ISO 834 standard curve, considering the effects of different slenderness ratio, load ratio, and eccentricity. It is found that for GLB columns subjected to axial compression, the fire resistance decreases with increasing slenderness ratio and load ratio. For GLB columns under eccentric compression, the fire resistance shows a slight decline as the eccentricity increases. The failure mode is dominated by fiber rupture on the tensile side. The thermo-mechanical coupling analysis accurately simulated the temperature distribution and mechanical behavior of GLB columns, with errors for charring depth and fire resistance both within 10 % between experimental and simulated results. This study reveals the failure modes and fire resistance of GLB columns under compression, and provides essential theoretical and practical references for designing and fireproofing GLB structures.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"342 \",\"pages\":\"Article 120907\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-07-08\",\"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/S0141029625012982\",\"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/S0141029625012982","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}
Fire resistance of GLB columns under axial and eccentric compression: Experimental and numerical investigation
Due to its carbon-sequestering, and renewable properties, glued laminated bamboo (GLB) holds significant potential as a structural material. However, its combustibility raises concerns about its fire resistance. This paper uses experimental and numerical investigation to study the compressive performance of GLB columns exposed to four-side fire exposure following the ISO 834 standard curve, considering the effects of different slenderness ratio, load ratio, and eccentricity. It is found that for GLB columns subjected to axial compression, the fire resistance decreases with increasing slenderness ratio and load ratio. For GLB columns under eccentric compression, the fire resistance shows a slight decline as the eccentricity increases. The failure mode is dominated by fiber rupture on the tensile side. The thermo-mechanical coupling analysis accurately simulated the temperature distribution and mechanical behavior of GLB columns, with errors for charring depth and fire resistance both within 10 % between experimental and simulated results. This study reveals the failure modes and fire resistance of GLB columns under compression, and provides essential theoretical and practical references for designing and fireproofing GLB structures.
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.