{"title":"回收电子玻璃废料以增强 3D 打印结构沙丘砂浆断裂能的机制","authors":"Yacine Abadou, Abderrahmane Ghrieb, Toufik Choungara","doi":"10.1007/s40996-024-01609-0","DOIUrl":null,"url":null,"abstract":"<p>Selecting the appropriate material is crucial for the successful performance of printed elements. The present study aims to develop a strong and lightweight 3D-printed sand mortar using E-glass waste powder. It evaluated the material’s fracture energy, compressive strength, and ultrasonic pulse velocity properties through three-point bending experiments. Mixture specimens were prepared with varying E-glass volume contents of 5%, 10%, 15%, and 20%. The experiment concluded that the control mixture was brittle, while the addition of E-glass increased the fracture energy of the dune sand mortar by 21% to 143%. The compressive strengths of all specimens were higher than 25 MPa and up to 48 MPa. Ultrasonic pulse velocity confirmed the high quality of the E-glassy mortar specimens. It also performed manual flow ability tests to examine the printability and buildability of the mortar mixes. Using recycled E-glass waste in 3D printing enhances the buildability and resistance to the brittleness of lightweight mortar.</p>","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.7000,"publicationDate":"2024-09-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mechanisms for Recycling E-Glass Waste to Enhance The Fracture Energy of 3d Printed Structural Dune Sand Mortar\",\"authors\":\"Yacine Abadou, Abderrahmane Ghrieb, Toufik Choungara\",\"doi\":\"10.1007/s40996-024-01609-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Selecting the appropriate material is crucial for the successful performance of printed elements. The present study aims to develop a strong and lightweight 3D-printed sand mortar using E-glass waste powder. It evaluated the material’s fracture energy, compressive strength, and ultrasonic pulse velocity properties through three-point bending experiments. Mixture specimens were prepared with varying E-glass volume contents of 5%, 10%, 15%, and 20%. The experiment concluded that the control mixture was brittle, while the addition of E-glass increased the fracture energy of the dune sand mortar by 21% to 143%. The compressive strengths of all specimens were higher than 25 MPa and up to 48 MPa. Ultrasonic pulse velocity confirmed the high quality of the E-glassy mortar specimens. It also performed manual flow ability tests to examine the printability and buildability of the mortar mixes. Using recycled E-glass waste in 3D printing enhances the buildability and resistance to the brittleness of lightweight mortar.</p>\",\"PeriodicalId\":14550,\"journal\":{\"name\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2024-09-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40996-024-01609-0\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01609-0","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
摘要
选择合适的材料对打印元件的成功性能至关重要。本研究旨在利用玻璃纤维废粉开发一种强度高、重量轻的 3D 打印砂浆。研究通过三点弯曲实验评估了材料的断裂能、抗压强度和超声波脉冲速度特性。混合试样的 E 玻璃体积含量分别为 5%、10%、15% 和 20%。实验结果表明,对照组混合物较脆,而添加 E 玻璃后,沙丘砂砂浆的断裂能提高了 21% 至 143%。所有试样的抗压强度均高于 25 兆帕,最高达 48 兆帕。超声波脉冲速度证实了玻璃纤维砂浆试样的高质量。它还进行了手动流动能力测试,以检验砂浆混合物的可打印性和可施工性。在三维打印中使用回收的电子玻璃废料可提高轻质砂浆的可建性和抗脆性。
Mechanisms for Recycling E-Glass Waste to Enhance The Fracture Energy of 3d Printed Structural Dune Sand Mortar
Selecting the appropriate material is crucial for the successful performance of printed elements. The present study aims to develop a strong and lightweight 3D-printed sand mortar using E-glass waste powder. It evaluated the material’s fracture energy, compressive strength, and ultrasonic pulse velocity properties through three-point bending experiments. Mixture specimens were prepared with varying E-glass volume contents of 5%, 10%, 15%, and 20%. The experiment concluded that the control mixture was brittle, while the addition of E-glass increased the fracture energy of the dune sand mortar by 21% to 143%. The compressive strengths of all specimens were higher than 25 MPa and up to 48 MPa. Ultrasonic pulse velocity confirmed the high quality of the E-glassy mortar specimens. It also performed manual flow ability tests to examine the printability and buildability of the mortar mixes. Using recycled E-glass waste in 3D printing enhances the buildability and resistance to the brittleness of lightweight mortar.
期刊介绍:
The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering
and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following:
-Structural engineering-
Earthquake engineering-
Concrete engineering-
Construction management-
Steel structures-
Engineering mechanics-
Water resources engineering-
Hydraulic engineering-
Hydraulic structures-
Environmental engineering-
Soil mechanics-
Foundation engineering-
Geotechnical engineering-
Transportation engineering-
Surveying and geomatics.