Bing Zhang , Chong Zhou , Sumei Zhang , Yutao Peng , Ye Li
{"title":"玻璃钢纤维取向对玻璃钢-混凝土-钢管梁四点弯曲性能的影响:实验研究与建模","authors":"Bing Zhang , Chong Zhou , Sumei Zhang , Yutao Peng , Ye Li","doi":"10.1016/j.engstruct.2024.119191","DOIUrl":null,"url":null,"abstract":"<div><div>FRP-concrete-steel double-skin tubular beams (DSTBs), comprising an inner steel tube, an outer FRP tube, and an intermediate concrete layer, are increasingly used in bridge structures. Previous research has mainly concentrated on DSTBs with FRP tubes featuring fibers oriented in or near the hoop direction. However, such orientations can result in cracking of the FRP tube under early loading or normal service conditions due to inadequate longitudinal tensile strength. This cracking compromises the corrosion resistance and long-term serviceability of DSTBs. To address this issue, this study systematically investigates the effects of different fiber orientations ( ± 80°, ± 60°, and ± 45° relative to the longitudinal direction) on the four-point bending performance of DSTBs. Key experimental and theoretical findings include: (1) All DSTBs demonstrated excellent ductility under four-point bending, regardless of the FRP fiber orientations. (2) ± 60° and ± 80° fiber-wound FRP tubes exhibited significant tensile-side cracking, with cracks propagating along the fiber winding direction. Conversely, ± 45° fiber-wound FRP tubes showed superior cracking resistance and provided adequate longitudinal tensile capacity on the tensile side. (3) The bending capacity was highest in specimens with ± 45° fiber-wound FRP tubes, followed by those with ± 60° tubes, and lowest for those with ± 80° tubes. (4) The inclusion of shear studs could effectively mitigate the relative slippage between the concrete and steel tube. (5) The bending performance of DSTBs was simulated using OpenSees, with the constitutive model of the FRP tubes carefully accounting for the stress states associated with different fiber orientations during failure. The developed numerical model accurately predicted the load-deflection curves of DSTBs, but featuring with a conservative trend. The findings of this study confirm that optimizing fiber orientation is crucial for enhancing the performance and durability of DSTBs in practical applications.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"322 ","pages":"Article 119191"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effects of FRP fiber orientations on four-point bending behaviour of FRP-concrete-steel tubular beams: Experimental study and modeling\",\"authors\":\"Bing Zhang , Chong Zhou , Sumei Zhang , Yutao Peng , Ye Li\",\"doi\":\"10.1016/j.engstruct.2024.119191\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>FRP-concrete-steel double-skin tubular beams (DSTBs), comprising an inner steel tube, an outer FRP tube, and an intermediate concrete layer, are increasingly used in bridge structures. Previous research has mainly concentrated on DSTBs with FRP tubes featuring fibers oriented in or near the hoop direction. However, such orientations can result in cracking of the FRP tube under early loading or normal service conditions due to inadequate longitudinal tensile strength. This cracking compromises the corrosion resistance and long-term serviceability of DSTBs. To address this issue, this study systematically investigates the effects of different fiber orientations ( ± 80°, ± 60°, and ± 45° relative to the longitudinal direction) on the four-point bending performance of DSTBs. Key experimental and theoretical findings include: (1) All DSTBs demonstrated excellent ductility under four-point bending, regardless of the FRP fiber orientations. (2) ± 60° and ± 80° fiber-wound FRP tubes exhibited significant tensile-side cracking, with cracks propagating along the fiber winding direction. Conversely, ± 45° fiber-wound FRP tubes showed superior cracking resistance and provided adequate longitudinal tensile capacity on the tensile side. (3) The bending capacity was highest in specimens with ± 45° fiber-wound FRP tubes, followed by those with ± 60° tubes, and lowest for those with ± 80° tubes. (4) The inclusion of shear studs could effectively mitigate the relative slippage between the concrete and steel tube. (5) The bending performance of DSTBs was simulated using OpenSees, with the constitutive model of the FRP tubes carefully accounting for the stress states associated with different fiber orientations during failure. The developed numerical model accurately predicted the load-deflection curves of DSTBs, but featuring with a conservative trend. The findings of this study confirm that optimizing fiber orientation is crucial for enhancing the performance and durability of DSTBs in practical applications.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"322 \",\"pages\":\"Article 119191\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-11-01\",\"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/S014102962401753X\",\"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/S014102962401753X","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}
Effects of FRP fiber orientations on four-point bending behaviour of FRP-concrete-steel tubular beams: Experimental study and modeling
FRP-concrete-steel double-skin tubular beams (DSTBs), comprising an inner steel tube, an outer FRP tube, and an intermediate concrete layer, are increasingly used in bridge structures. Previous research has mainly concentrated on DSTBs with FRP tubes featuring fibers oriented in or near the hoop direction. However, such orientations can result in cracking of the FRP tube under early loading or normal service conditions due to inadequate longitudinal tensile strength. This cracking compromises the corrosion resistance and long-term serviceability of DSTBs. To address this issue, this study systematically investigates the effects of different fiber orientations ( ± 80°, ± 60°, and ± 45° relative to the longitudinal direction) on the four-point bending performance of DSTBs. Key experimental and theoretical findings include: (1) All DSTBs demonstrated excellent ductility under four-point bending, regardless of the FRP fiber orientations. (2) ± 60° and ± 80° fiber-wound FRP tubes exhibited significant tensile-side cracking, with cracks propagating along the fiber winding direction. Conversely, ± 45° fiber-wound FRP tubes showed superior cracking resistance and provided adequate longitudinal tensile capacity on the tensile side. (3) The bending capacity was highest in specimens with ± 45° fiber-wound FRP tubes, followed by those with ± 60° tubes, and lowest for those with ± 80° tubes. (4) The inclusion of shear studs could effectively mitigate the relative slippage between the concrete and steel tube. (5) The bending performance of DSTBs was simulated using OpenSees, with the constitutive model of the FRP tubes carefully accounting for the stress states associated with different fiber orientations during failure. The developed numerical model accurately predicted the load-deflection curves of DSTBs, but featuring with a conservative trend. The findings of this study confirm that optimizing fiber orientation is crucial for enhancing the performance and durability of DSTBs in practical applications.
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.