Huzi Ye , Qianpeng He , Pengxin Ping , Jinlong Pan , Binrong Zhu
{"title":"低速冲击下3D打印工程胶凝复合材料(3D - ecc)梁的各向异性弯曲行为和能量吸收","authors":"Huzi Ye , Qianpeng He , Pengxin Ping , Jinlong Pan , Binrong Zhu","doi":"10.1016/j.cemconcomp.2025.106183","DOIUrl":null,"url":null,"abstract":"<div><div>This study systematically investigates the mechanical behavior and energy absorption properties of anisotropic 3D-printed engineered cementitious composite (3DP-ECC) beams under low-velocity impact, with a focus on performance variations across different loading directions. A comprehensive experimental program, including quasi-static compression, tensile, three-point flexural, and low-velocity impact tests, was conducted to evaluate the mechanical response and failure mechanisms of 3DP-ECC in the U, V, and W loading directions. The results demonstrate that 3DP-ECC exhibits significant anisotropy compared to Cast-ECC. Specifically, the W-direction exhibited a 33.4 % increase in flexural strength, along with enhanced energy absorption capacity, improved toughness, and reduced strain-rate sensitivity. Additionally, a novel methodology for calculating inertial forces and a predictive model for energy absorption were developed, categorizing impact energy into components associated with matrix fracture, fiber-matrix interactions, and inertial effects. The findings indicate that 3DP-ECC in the W-direction offers optimal impact resistance, while the U-direction exhibits the highest inertial force and acceleration, which may pose risks to structural integrity. This research offers valuable insights into the optimization and application of 3DP-ECC in impact-resistant infrastructure.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"163 ","pages":"Article 106183"},"PeriodicalIF":13.1000,"publicationDate":"2025-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Anisotropic flexural behavior and energy absorption of 3D printed engineered cementitious composites (3DP-ECC) beams under low-velocity impact\",\"authors\":\"Huzi Ye , Qianpeng He , Pengxin Ping , Jinlong Pan , Binrong Zhu\",\"doi\":\"10.1016/j.cemconcomp.2025.106183\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study systematically investigates the mechanical behavior and energy absorption properties of anisotropic 3D-printed engineered cementitious composite (3DP-ECC) beams under low-velocity impact, with a focus on performance variations across different loading directions. A comprehensive experimental program, including quasi-static compression, tensile, three-point flexural, and low-velocity impact tests, was conducted to evaluate the mechanical response and failure mechanisms of 3DP-ECC in the U, V, and W loading directions. The results demonstrate that 3DP-ECC exhibits significant anisotropy compared to Cast-ECC. Specifically, the W-direction exhibited a 33.4 % increase in flexural strength, along with enhanced energy absorption capacity, improved toughness, and reduced strain-rate sensitivity. Additionally, a novel methodology for calculating inertial forces and a predictive model for energy absorption were developed, categorizing impact energy into components associated with matrix fracture, fiber-matrix interactions, and inertial effects. The findings indicate that 3DP-ECC in the W-direction offers optimal impact resistance, while the U-direction exhibits the highest inertial force and acceleration, which may pose risks to structural integrity. This research offers valuable insights into the optimization and application of 3DP-ECC in impact-resistant infrastructure.</div></div>\",\"PeriodicalId\":9865,\"journal\":{\"name\":\"Cement & concrete composites\",\"volume\":\"163 \",\"pages\":\"Article 106183\"},\"PeriodicalIF\":13.1000,\"publicationDate\":\"2025-06-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Cement & concrete composites\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0958946525002653\",\"RegionNum\":1,\"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":"Cement & concrete composites","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0958946525002653","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Anisotropic flexural behavior and energy absorption of 3D printed engineered cementitious composites (3DP-ECC) beams under low-velocity impact
This study systematically investigates the mechanical behavior and energy absorption properties of anisotropic 3D-printed engineered cementitious composite (3DP-ECC) beams under low-velocity impact, with a focus on performance variations across different loading directions. A comprehensive experimental program, including quasi-static compression, tensile, three-point flexural, and low-velocity impact tests, was conducted to evaluate the mechanical response and failure mechanisms of 3DP-ECC in the U, V, and W loading directions. The results demonstrate that 3DP-ECC exhibits significant anisotropy compared to Cast-ECC. Specifically, the W-direction exhibited a 33.4 % increase in flexural strength, along with enhanced energy absorption capacity, improved toughness, and reduced strain-rate sensitivity. Additionally, a novel methodology for calculating inertial forces and a predictive model for energy absorption were developed, categorizing impact energy into components associated with matrix fracture, fiber-matrix interactions, and inertial effects. The findings indicate that 3DP-ECC in the W-direction offers optimal impact resistance, while the U-direction exhibits the highest inertial force and acceleration, which may pose risks to structural integrity. This research offers valuable insights into the optimization and application of 3DP-ECC in impact-resistant infrastructure.
期刊介绍:
Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.