{"title":"钢- pe混杂纤维增强3d打印高强ECC的界面结合和孔隙结构优化","authors":"Yu Zhao , Guanghai Shen , Lingli Zhu , Yahong Ding , Xuemao Guan","doi":"10.1016/j.cscm.2025.e04934","DOIUrl":null,"url":null,"abstract":"<div><div>Engineered cementitious composites (ECC) are ideal candidates for 3D-printed concrete (3DPC) due to their excellent strain-hardening properties; however, the interlayer interfacial defects caused by the layer-by-layer stacking process severely restrict the development of their mechanical properties. In this study, we propose to adopt a steel fiber/polyethylene(PE) fiber hybrid reinforcement strategy to systematically investigate the mechanism of the influence of steel fiber compounding ratio (0–0.6 vol%) on the splitting strength and pore structure of the interlayer interfaces of 3D-printed high-strength ECC (HS-ECC). The three-dimensional distribution of pores was quantitatively resolved by X-ray computed tomography (X-CT), and the micro-morphology of the transition zone at the fiber-matrix interface was observed by scanning electron microscopy (SEM). The test shows that: when the steel fiber doping is increased to 0.6 %, the compressive strength is improved by about 15 %, and the interfacial splitting tensile strength is improved by 50.12 %, but the uniaxial tensile strain capacity decreases by 18.92 %, which reveals that there is a strength-ductility trade-off effect in the proportion of fiber mixing; the X-CT reconstruction reveals that the porosity within the strips of the printed specimen is reduced by 15.01 % compared with that of the poured molding and the porosity is dominated by small pores of a pore size of < 100 μm, but the interlayer interfacial interface microforms. The X-CT and SEM analyses confirmed that the steel fibers showed a significant orientation distribution in the printing direction, which inhibited the interface crack extension through the bridging effect. By optimizing the fiber orientation distribution and the microstructure of the interlayer interface, the compound-mixed steel fibers significantly improved the interfacial splitting tensile strength, which provides an effective way to solve the problem of weak interlayer surfaces in 3DPC, and is of great significance in improving the quality of 3DPC.</div></div>","PeriodicalId":9641,"journal":{"name":"Case Studies in Construction Materials","volume":"23 ","pages":"Article e04934"},"PeriodicalIF":6.5000,"publicationDate":"2025-06-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhancing interfacial bonding and pore structure optimization in 3D-printed high-strength ECC with steel-PE hybrid fibers\",\"authors\":\"Yu Zhao , Guanghai Shen , Lingli Zhu , Yahong Ding , Xuemao Guan\",\"doi\":\"10.1016/j.cscm.2025.e04934\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Engineered cementitious composites (ECC) are ideal candidates for 3D-printed concrete (3DPC) due to their excellent strain-hardening properties; however, the interlayer interfacial defects caused by the layer-by-layer stacking process severely restrict the development of their mechanical properties. In this study, we propose to adopt a steel fiber/polyethylene(PE) fiber hybrid reinforcement strategy to systematically investigate the mechanism of the influence of steel fiber compounding ratio (0–0.6 vol%) on the splitting strength and pore structure of the interlayer interfaces of 3D-printed high-strength ECC (HS-ECC). The three-dimensional distribution of pores was quantitatively resolved by X-ray computed tomography (X-CT), and the micro-morphology of the transition zone at the fiber-matrix interface was observed by scanning electron microscopy (SEM). The test shows that: when the steel fiber doping is increased to 0.6 %, the compressive strength is improved by about 15 %, and the interfacial splitting tensile strength is improved by 50.12 %, but the uniaxial tensile strain capacity decreases by 18.92 %, which reveals that there is a strength-ductility trade-off effect in the proportion of fiber mixing; the X-CT reconstruction reveals that the porosity within the strips of the printed specimen is reduced by 15.01 % compared with that of the poured molding and the porosity is dominated by small pores of a pore size of < 100 μm, but the interlayer interfacial interface microforms. The X-CT and SEM analyses confirmed that the steel fibers showed a significant orientation distribution in the printing direction, which inhibited the interface crack extension through the bridging effect. By optimizing the fiber orientation distribution and the microstructure of the interlayer interface, the compound-mixed steel fibers significantly improved the interfacial splitting tensile strength, which provides an effective way to solve the problem of weak interlayer surfaces in 3DPC, and is of great significance in improving the quality of 3DPC.</div></div>\",\"PeriodicalId\":9641,\"journal\":{\"name\":\"Case Studies in Construction Materials\",\"volume\":\"23 \",\"pages\":\"Article e04934\"},\"PeriodicalIF\":6.5000,\"publicationDate\":\"2025-06-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Case Studies in Construction Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214509525007326\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Case Studies in Construction Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214509525007326","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Enhancing interfacial bonding and pore structure optimization in 3D-printed high-strength ECC with steel-PE hybrid fibers
Engineered cementitious composites (ECC) are ideal candidates for 3D-printed concrete (3DPC) due to their excellent strain-hardening properties; however, the interlayer interfacial defects caused by the layer-by-layer stacking process severely restrict the development of their mechanical properties. In this study, we propose to adopt a steel fiber/polyethylene(PE) fiber hybrid reinforcement strategy to systematically investigate the mechanism of the influence of steel fiber compounding ratio (0–0.6 vol%) on the splitting strength and pore structure of the interlayer interfaces of 3D-printed high-strength ECC (HS-ECC). The three-dimensional distribution of pores was quantitatively resolved by X-ray computed tomography (X-CT), and the micro-morphology of the transition zone at the fiber-matrix interface was observed by scanning electron microscopy (SEM). The test shows that: when the steel fiber doping is increased to 0.6 %, the compressive strength is improved by about 15 %, and the interfacial splitting tensile strength is improved by 50.12 %, but the uniaxial tensile strain capacity decreases by 18.92 %, which reveals that there is a strength-ductility trade-off effect in the proportion of fiber mixing; the X-CT reconstruction reveals that the porosity within the strips of the printed specimen is reduced by 15.01 % compared with that of the poured molding and the porosity is dominated by small pores of a pore size of < 100 μm, but the interlayer interfacial interface microforms. The X-CT and SEM analyses confirmed that the steel fibers showed a significant orientation distribution in the printing direction, which inhibited the interface crack extension through the bridging effect. By optimizing the fiber orientation distribution and the microstructure of the interlayer interface, the compound-mixed steel fibers significantly improved the interfacial splitting tensile strength, which provides an effective way to solve the problem of weak interlayer surfaces in 3DPC, and is of great significance in improving the quality of 3DPC.
期刊介绍:
Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation).
The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.