Chunyang Liu , Enze Liu , Aoran Bao , Abudureyimujiang Aosimanjiang
{"title":"冲击荷载作用下PVC管约束再生骨料混凝土压缩力学性能研究","authors":"Chunyang Liu , Enze Liu , Aoran Bao , Abudureyimujiang Aosimanjiang","doi":"10.1016/j.conbuildmat.2025.144154","DOIUrl":null,"url":null,"abstract":"<div><div>Investigating the damage characteristics and variation laws of mechanical properties of PVC-confined Recycled Aggregate Concrete (RAC) under dynamic impact loading is essential for ensuring the safety of RAC structural design. This study employs polyvinyl chloride (PVC) pipes as confining materials. Through quasi-static compression tests and Φ75 mm split hopkinson pressure bar (SHPB) dynamic impact tests, the influence of different recycled coarse aggregate replacement rates (0 %, 100 %) and PVC confinement on the uniaxial compression dynamic mechanical properties of RAC was investigated within the strain rate range of 50–120 s⁻<sup>1</sup>. The results showed that PVC confinement can effectively enhance the impact resistance and energy dissipation capacity of RAC specimens, with a more pronounced effect observed for specimens with a 100 % replacement ratio. The dynamic compressive strength of RAC specimens exhibited a clear strain rate strengthening effect. PVC confinement enhanced this strengthening effect but reduced the strain rate sensitivity of the dynamic increase factor (DIF). A modified Weibull model incorporating strain rate and replacement rate parameters was able to accurately predict the dynamic strength distribution, with an average error of only 1.47 %. Additionally, the fractal dimension was found to qualitatively characterize the failure evolution trend and severity of RAC specimens. By quantitatively analyzing the correlation between Fractal Characteristics of Fragmentation and mechanical performance, a more comprehensive material evaluation can be achieved.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"500 ","pages":"Article 144154"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the compression mechanical property of PVC pipe confined recycled aggregate concrete under impact load\",\"authors\":\"Chunyang Liu , Enze Liu , Aoran Bao , Abudureyimujiang Aosimanjiang\",\"doi\":\"10.1016/j.conbuildmat.2025.144154\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Investigating the damage characteristics and variation laws of mechanical properties of PVC-confined Recycled Aggregate Concrete (RAC) under dynamic impact loading is essential for ensuring the safety of RAC structural design. This study employs polyvinyl chloride (PVC) pipes as confining materials. Through quasi-static compression tests and Φ75 mm split hopkinson pressure bar (SHPB) dynamic impact tests, the influence of different recycled coarse aggregate replacement rates (0 %, 100 %) and PVC confinement on the uniaxial compression dynamic mechanical properties of RAC was investigated within the strain rate range of 50–120 s⁻<sup>1</sup>. The results showed that PVC confinement can effectively enhance the impact resistance and energy dissipation capacity of RAC specimens, with a more pronounced effect observed for specimens with a 100 % replacement ratio. The dynamic compressive strength of RAC specimens exhibited a clear strain rate strengthening effect. PVC confinement enhanced this strengthening effect but reduced the strain rate sensitivity of the dynamic increase factor (DIF). A modified Weibull model incorporating strain rate and replacement rate parameters was able to accurately predict the dynamic strength distribution, with an average error of only 1.47 %. Additionally, the fractal dimension was found to qualitatively characterize the failure evolution trend and severity of RAC specimens. By quantitatively analyzing the correlation between Fractal Characteristics of Fragmentation and mechanical performance, a more comprehensive material evaluation can be achieved.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"500 \",\"pages\":\"Article 144154\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-10-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825043053\",\"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":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825043053","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}
Study on the compression mechanical property of PVC pipe confined recycled aggregate concrete under impact load
Investigating the damage characteristics and variation laws of mechanical properties of PVC-confined Recycled Aggregate Concrete (RAC) under dynamic impact loading is essential for ensuring the safety of RAC structural design. This study employs polyvinyl chloride (PVC) pipes as confining materials. Through quasi-static compression tests and Φ75 mm split hopkinson pressure bar (SHPB) dynamic impact tests, the influence of different recycled coarse aggregate replacement rates (0 %, 100 %) and PVC confinement on the uniaxial compression dynamic mechanical properties of RAC was investigated within the strain rate range of 50–120 s⁻1. The results showed that PVC confinement can effectively enhance the impact resistance and energy dissipation capacity of RAC specimens, with a more pronounced effect observed for specimens with a 100 % replacement ratio. The dynamic compressive strength of RAC specimens exhibited a clear strain rate strengthening effect. PVC confinement enhanced this strengthening effect but reduced the strain rate sensitivity of the dynamic increase factor (DIF). A modified Weibull model incorporating strain rate and replacement rate parameters was able to accurately predict the dynamic strength distribution, with an average error of only 1.47 %. Additionally, the fractal dimension was found to qualitatively characterize the failure evolution trend and severity of RAC specimens. By quantitatively analyzing the correlation between Fractal Characteristics of Fragmentation and mechanical performance, a more comprehensive material evaluation can be achieved.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.