Author:
He Jingjing,Shi Junping,Zhang Yong,Wang Haiting,Lu Haodan,Fan Lihao,Min Yongtao
Abstract
Abstract
In this paper, different types of basalt fiber concrete (BFRC) were been researched on the tensile properties. Moreover, analyzed the influence of fiber length and fiber volume fraction on the tensile properties of concrete. The results showed that the tensile strength of BFRC increased significantly with the increase of fiber volume fraction, and the strain increased significantly with the increase of fiber length. The BFRC tensile stress-strain curve shows obvious staged failure, and the function of stress-strain relationship based on the regression method has burning relevance with the test results.
Reference6 articles.
1. Discussion on VP Jensen’s paper;Whitney;ACI Materials Journal,1943
2. The complete stress-strain curve for concrete in direct tension;Hughes;Matls & Structures Res & Testing,1966
3. New test method for obtaining softening response of unnotched concrete specimen under uniaxial tension;Li;Experimental Mechanics,1993
4. Effect of different boundary conditions in direct tensile tests: experimental results;Cattaneo;Magazine of Concrete Research,1999
5. The formation of equilibrium cracks during brittle fracture: General ideas and hypotheses, axially symmetric cracks;Barenblatt;Journal of Applied Mathematics and Mechanics,1959
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献