Zhenbang Guo , Jingping Qiu , Duanping Huang , Kai Liu , Alex Kirichek , Chen Liu , Boyu Chen , Yingliang Zhao , Zhengyao Qu
{"title":"柔性纤维增强水泥浆的流变学:最大填料分数测定和结构堆积分析","authors":"Zhenbang Guo , Jingping Qiu , Duanping Huang , Kai Liu , Alex Kirichek , Chen Liu , Boyu Chen , Yingliang Zhao , Zhengyao Qu","doi":"10.1016/j.compstruct.2024.118662","DOIUrl":null,"url":null,"abstract":"<div><div>The maximum packing fraction (<span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span>) of flexible fibers is an essential parameter for understanding the rheological behavior of flexible fiber-reinforced cement paste (FFRCP). However, direct measurement of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> of flexible fibers is still lacking. In this study, a shear rheology-based method for direct measurement of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> was proposed and the assumption of fiber conformation under shear was verified by micro-CT. Based on this, a yield stress model for FFRCP was constructed to explain the entanglement and friction effects in the fiber network. Finally, static yield stress tests and small amplitude oscillatory shear (SAOS) tests were carried out to explore the structural build-up of FFRCP. It was found that the proposed method enables direct determination of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> through only a few viscosity-fiber content data for a given FFRCP. Furthermore, the proposed model can describe the static yield stress of FFRCP well. Finally, the relative structural build-up rate of FFRCP follows a similar trend as the relative yield stress, with a critical relative fiber volume fraction (0.299) as the boundary. Subsequently, the relative structural build-up gradually deviates from the relative yield stress due to the limiting effect of the fibers.</div></div>","PeriodicalId":281,"journal":{"name":"Composite Structures","volume":"352 ","pages":"Article 118662"},"PeriodicalIF":6.3000,"publicationDate":"2024-10-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Rheology of flexible fiber-reinforced cement pastes: Maximum packing fraction determination and structural build-up analysis\",\"authors\":\"Zhenbang Guo , Jingping Qiu , Duanping Huang , Kai Liu , Alex Kirichek , Chen Liu , Boyu Chen , Yingliang Zhao , Zhengyao Qu\",\"doi\":\"10.1016/j.compstruct.2024.118662\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The maximum packing fraction (<span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span>) of flexible fibers is an essential parameter for understanding the rheological behavior of flexible fiber-reinforced cement paste (FFRCP). However, direct measurement of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> of flexible fibers is still lacking. In this study, a shear rheology-based method for direct measurement of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> was proposed and the assumption of fiber conformation under shear was verified by micro-CT. Based on this, a yield stress model for FFRCP was constructed to explain the entanglement and friction effects in the fiber network. Finally, static yield stress tests and small amplitude oscillatory shear (SAOS) tests were carried out to explore the structural build-up of FFRCP. It was found that the proposed method enables direct determination of <span><math><msub><mi>φ</mi><mrow><mi>fm</mi></mrow></msub></math></span> through only a few viscosity-fiber content data for a given FFRCP. Furthermore, the proposed model can describe the static yield stress of FFRCP well. Finally, the relative structural build-up rate of FFRCP follows a similar trend as the relative yield stress, with a critical relative fiber volume fraction (0.299) as the boundary. Subsequently, the relative structural build-up gradually deviates from the relative yield stress due to the limiting effect of the fibers.</div></div>\",\"PeriodicalId\":281,\"journal\":{\"name\":\"Composite Structures\",\"volume\":\"352 \",\"pages\":\"Article 118662\"},\"PeriodicalIF\":6.3000,\"publicationDate\":\"2024-10-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Composite Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0263822324007906\",\"RegionNum\":2,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MATERIALS SCIENCE, COMPOSITES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Composite Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263822324007906","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATERIALS SCIENCE, COMPOSITES","Score":null,"Total":0}
Rheology of flexible fiber-reinforced cement pastes: Maximum packing fraction determination and structural build-up analysis
The maximum packing fraction () of flexible fibers is an essential parameter for understanding the rheological behavior of flexible fiber-reinforced cement paste (FFRCP). However, direct measurement of of flexible fibers is still lacking. In this study, a shear rheology-based method for direct measurement of was proposed and the assumption of fiber conformation under shear was verified by micro-CT. Based on this, a yield stress model for FFRCP was constructed to explain the entanglement and friction effects in the fiber network. Finally, static yield stress tests and small amplitude oscillatory shear (SAOS) tests were carried out to explore the structural build-up of FFRCP. It was found that the proposed method enables direct determination of through only a few viscosity-fiber content data for a given FFRCP. Furthermore, the proposed model can describe the static yield stress of FFRCP well. Finally, the relative structural build-up rate of FFRCP follows a similar trend as the relative yield stress, with a critical relative fiber volume fraction (0.299) as the boundary. Subsequently, the relative structural build-up gradually deviates from the relative yield stress due to the limiting effect of the fibers.
期刊介绍:
The past few decades have seen outstanding advances in the use of composite materials in structural applications. There can be little doubt that, within engineering circles, composites have revolutionised traditional design concepts and made possible an unparalleled range of new and exciting possibilities as viable materials for construction. Composite Structures, an International Journal, disseminates knowledge between users, manufacturers, designers and researchers involved in structures or structural components manufactured using composite materials.
The journal publishes papers which contribute to knowledge in the use of composite materials in engineering structures. Papers deal with design, research and development studies, experimental investigations, theoretical analysis and fabrication techniques relevant to the application of composites in load-bearing components for assemblies, ranging from individual components such as plates and shells to complete composite structures.