{"title":"三维打印土工格栅拉伸性能初步研究--各种几何结构的影响","authors":"Milad Shirdel, Masood Farzam","doi":"10.1680/jgeen.23.00068","DOIUrl":null,"url":null,"abstract":"This study aims to evaluate the tensile performance of additively manufactured polyethylene terephthalate glycol (PETG) geogrids 3d printed using the material extrusion technique. The <i>‘Creality Ender-3 V-2</i>‘ 3D printer was employed for this purpose. Subsequently, specimens were subjected to loading at a rate of 1 mm/min until failure occurred. The geometrical parameters investigated in this study included: (1) shape of the aperture (square, triangular, hexagonal), (2) aperture size, (3) rib thickness, and (4) type of junction. The results revealed that the failure of specimens was primarily brittle and independent of any specific geometrical configuration or modifications. The initiation of failure consistently originated from the junctions. Among specimens with typical junctions, the triaxial geogrids exhibited the highest tensile capacity, while among geogrids with modified junctions, the square geogrids performed the best. Additionally, the load capacity of geogrids was primarily governed by linear behaviour in terms of rib width, regardless of aperture size or shape whereas nonlinear regression model characterized the load-displacement curves. Finally, it is important to account for geometrical nonlinearity in specimens with hexagonal apertures.","PeriodicalId":54572,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","volume":"200 1","pages":""},"PeriodicalIF":2.0000,"publicationDate":"2024-02-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Preliminary study on tensile performance of 3D-printed geogrids- effects of various geometrical configurations\",\"authors\":\"Milad Shirdel, Masood Farzam\",\"doi\":\"10.1680/jgeen.23.00068\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study aims to evaluate the tensile performance of additively manufactured polyethylene terephthalate glycol (PETG) geogrids 3d printed using the material extrusion technique. The <i>‘Creality Ender-3 V-2</i>‘ 3D printer was employed for this purpose. Subsequently, specimens were subjected to loading at a rate of 1 mm/min until failure occurred. The geometrical parameters investigated in this study included: (1) shape of the aperture (square, triangular, hexagonal), (2) aperture size, (3) rib thickness, and (4) type of junction. The results revealed that the failure of specimens was primarily brittle and independent of any specific geometrical configuration or modifications. The initiation of failure consistently originated from the junctions. Among specimens with typical junctions, the triaxial geogrids exhibited the highest tensile capacity, while among geogrids with modified junctions, the square geogrids performed the best. Additionally, the load capacity of geogrids was primarily governed by linear behaviour in terms of rib width, regardless of aperture size or shape whereas nonlinear regression model characterized the load-displacement curves. Finally, it is important to account for geometrical nonlinearity in specimens with hexagonal apertures.\",\"PeriodicalId\":54572,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering\",\"volume\":\"200 1\",\"pages\":\"\"},\"PeriodicalIF\":2.0000,\"publicationDate\":\"2024-02-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jgeen.23.00068\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jgeen.23.00068","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Preliminary study on tensile performance of 3D-printed geogrids- effects of various geometrical configurations
This study aims to evaluate the tensile performance of additively manufactured polyethylene terephthalate glycol (PETG) geogrids 3d printed using the material extrusion technique. The ‘Creality Ender-3 V-2‘ 3D printer was employed for this purpose. Subsequently, specimens were subjected to loading at a rate of 1 mm/min until failure occurred. The geometrical parameters investigated in this study included: (1) shape of the aperture (square, triangular, hexagonal), (2) aperture size, (3) rib thickness, and (4) type of junction. The results revealed that the failure of specimens was primarily brittle and independent of any specific geometrical configuration or modifications. The initiation of failure consistently originated from the junctions. Among specimens with typical junctions, the triaxial geogrids exhibited the highest tensile capacity, while among geogrids with modified junctions, the square geogrids performed the best. Additionally, the load capacity of geogrids was primarily governed by linear behaviour in terms of rib width, regardless of aperture size or shape whereas nonlinear regression model characterized the load-displacement curves. Finally, it is important to account for geometrical nonlinearity in specimens with hexagonal apertures.
期刊介绍:
Geotechnical Engineering provides a forum for the publication of high quality, topical and relevant technical papers covering all aspects of geotechnical research, design, construction and performance. The journal aims to be of interest to those civil, structural or geotechnical engineering practitioners wishing to develop a greater understanding of the influence of geotechnics on the built environment.