{"title":"新型椰子树茎型头剪连接件的三维有限元分析","authors":"R. Pardeshi, Y. Patil","doi":"10.1680/jstbu.21.00169","DOIUrl":null,"url":null,"abstract":"Headed studs are the shear connectors in composite structures used at the adjoining face of a steel beam and concrete slab. In this research, the conventional shape of a headed stud is restructured to resemble a coconut palm stem shape without change in overall material volume, aiming to improve the shear strength of the composite connection. Six innovative shear connectors named coconut palm stem royal-shaped headed stud shear connectors (CPSR studs) are proposed here for composite structures. The Abaqus/Explicit has been employed to model a push-out specimen. A proposed FE model was successfully validated with the experimental result published in the literature. The six different forms of CPSR studs encased in three grades of concrete (C40, C50, and C60) have been studied for shear strength, stiffness, and load-slip performance. Comparison of findings of the analysis of innovative CPSR studs have been made with uniformed cross-sectional headed studs, and results show the 35-41%, 37-44%, and 41-52% improvement in the ultimate strength of the shear connection when embedded in C40, C50, and C60 grade concrete, respectively. So, ultimately achieving economic reflection with improved shear strength capacity of headed stud shear connection without change in the overall volume of stud material.","PeriodicalId":54570,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","volume":"38 1","pages":""},"PeriodicalIF":1.2000,"publicationDate":"2023-03-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"3D finite element analysis of innovative coconut palm stem shaped headed shear connectors\",\"authors\":\"R. Pardeshi, Y. Patil\",\"doi\":\"10.1680/jstbu.21.00169\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Headed studs are the shear connectors in composite structures used at the adjoining face of a steel beam and concrete slab. In this research, the conventional shape of a headed stud is restructured to resemble a coconut palm stem shape without change in overall material volume, aiming to improve the shear strength of the composite connection. Six innovative shear connectors named coconut palm stem royal-shaped headed stud shear connectors (CPSR studs) are proposed here for composite structures. The Abaqus/Explicit has been employed to model a push-out specimen. A proposed FE model was successfully validated with the experimental result published in the literature. The six different forms of CPSR studs encased in three grades of concrete (C40, C50, and C60) have been studied for shear strength, stiffness, and load-slip performance. Comparison of findings of the analysis of innovative CPSR studs have been made with uniformed cross-sectional headed studs, and results show the 35-41%, 37-44%, and 41-52% improvement in the ultimate strength of the shear connection when embedded in C40, C50, and C60 grade concrete, respectively. So, ultimately achieving economic reflection with improved shear strength capacity of headed stud shear connection without change in the overall volume of stud material.\",\"PeriodicalId\":54570,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Structures and Buildings\",\"volume\":\"38 1\",\"pages\":\"\"},\"PeriodicalIF\":1.2000,\"publicationDate\":\"2023-03-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Structures and Buildings\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jstbu.21.00169\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Structures and Buildings","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jstbu.21.00169","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
3D finite element analysis of innovative coconut palm stem shaped headed shear connectors
Headed studs are the shear connectors in composite structures used at the adjoining face of a steel beam and concrete slab. In this research, the conventional shape of a headed stud is restructured to resemble a coconut palm stem shape without change in overall material volume, aiming to improve the shear strength of the composite connection. Six innovative shear connectors named coconut palm stem royal-shaped headed stud shear connectors (CPSR studs) are proposed here for composite structures. The Abaqus/Explicit has been employed to model a push-out specimen. A proposed FE model was successfully validated with the experimental result published in the literature. The six different forms of CPSR studs encased in three grades of concrete (C40, C50, and C60) have been studied for shear strength, stiffness, and load-slip performance. Comparison of findings of the analysis of innovative CPSR studs have been made with uniformed cross-sectional headed studs, and results show the 35-41%, 37-44%, and 41-52% improvement in the ultimate strength of the shear connection when embedded in C40, C50, and C60 grade concrete, respectively. So, ultimately achieving economic reflection with improved shear strength capacity of headed stud shear connection without change in the overall volume of stud material.
期刊介绍:
Structures and Buildings publishes peer-reviewed papers on the design and construction of civil engineering structures and the applied research associated with such activities. Topics include the design, strength, durability and behaviour of structural components and systems.
Topics covered: energy conservation, people movement within and around buildings, strength and durability of steel and concrete structural components, and the behaviour of building and bridge components and systems