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CLDB  2017, Vol. 31 Issue (23): 24-32    https://doi.org/10.11896/j.issn.1005-023X.2017.023.003
  专题栏目：超高性能混凝土及其工程应用 |
超高性能混凝土拉伸力学行为的研究进展*
刘建忠1, 2, 韩方玉1, 2, 周华新1, 2, 张丽辉1, 2, 刘加平2, 3
1 江苏苏博特新材料股份有限公司,南京 211103;
2 高性能土木工程材料国家重点实验室,南京 210008;
3 东南大学材料科学与工程学院,南京 211189
An Overview on Tensile Behavior of Ultra-high Performance Concrete
LIU Jianzhong1, 2, HAN Fangyu1, 2, ZHOU Huaxin1, 2, ZHANG Lihui1, 2, LIU Jiaping2, 3
1 Jiangsu Sobute New Materials Co. Ltd., Nanjing 211103;
2 State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 210008;
3 School of Materials Science and Engineering, Southeast University, Nanjing 211189
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摘要 超高性能混凝土(UHPC)是一种具有超高比强度、突出韧性和优异耐久性的水泥基材料,其韧性立足于高强基体和高强纤维之间的高效协同机制基础之上,往往通过拉伸力学行为加以表征。从试验方法、基体和纤维三个角度综述了UHPC拉伸力学行为的研究进展情况,指出UHPC拉伸力学行为宜采用狗骨头状试件进行测试,具有明显的尺寸效应且受加载速率影响;合理优化材料组成、尺寸和分布是提高UHPC拉伸性能的有效途径;纤维种类对UHPC拉伸性能的影响最为显著,提高纤维增强因子和调控纤维分布有利于拉伸性能的提升。最后,从工程应用角度,提出了UHPC拉伸力学行为需要进一步加强研究的建议。
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刘建忠
韩方玉
周华新
张丽辉
刘加平
关键词:  超高性能混凝土  拉伸力学行为  试验方法  基体  纤维    
Abstract: Highly-effective synergistic interaction between high strength matrix and fiber is the source of outstanding perfor-mance advantages of UHPC, a new type of cement-based materials exhibiting ultra-high strength, high ductility, and excellent durability. From the perspectives of testing method, matrix and fiber, this paper reviews the development status of tensile mechanical behavior of UHPC. It also offers some conclusions and opinions of the authors: tensile behavior of UHPC should be studied using dog-bone sample and exhibits obvious size effect and strong sensitivity to loading rate; one effective approach to improving UHPC's tensile performance is to carefully tailor its composition and size distribution; fiber type has the most remarkable influence with respect to the tensile performance, which can benefit from both the increase of fiber reinforcing factor and the tailoring of fiber distribution. Finally, some suggestions are proposed for the further study in order to promote engineering applications of UHPC.
Key words:  ultra-high performance concrete    tensile behavior    testing method    matrix    fiber
出版日期:  2017-12-10      发布日期:  2018-05-08
ZTFLH:  TU528.31  
  TB301  
基金资助: *国家自然科学基金重点项目(51438003); 江苏省科技计划青年基金项目(BK20141012)
作者简介:  刘建忠:男,1976年生,博士,研究员级高级工程师,研究方向为高与超高性能混凝土 E-mail:ljz@cnjsjk.cn
引用本文:    
刘建忠, 韩方玉, 周华新, 张丽辉, 刘加平. 超高性能混凝土拉伸力学行为的研究进展*[J]. CLDB, 2017, 31(23): 24-32.
LIU Jianzhong, HAN Fangyu, ZHOU Huaxin, ZHANG Lihui, LIU Jiaping. An Overview on Tensile Behavior of Ultra-high Performance Concrete. Materials Reports, 2017, 31(23): 24-32.
链接本文:  
https://www.mater-rep.com/CN/10.11896/j.issn.1005-023X.2017.023.003  或          https://www.mater-rep.com/CN/Y2017/V31/I23/24
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