EXPERIMENTAL RESEARCH ON THE MECHANICAL BEHAVIOR OF CHOPPED BASALT FIBER REINFORCED CONCRETE

Lian Jie; Yang Yongxin; Yang Meng; Zhao Yan

doi:10.13204/j.gyjz200706003

Volume 37 Issue 6

Dec. 2014

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Lian Jie, Yang Yongxin, Yang Meng, Zhao Yan. EXPERIMENTAL RESEARCH ON THE MECHANICAL BEHAVIOR OF CHOPPED BASALT FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 8-10. doi: 10.13204/j.gyjz200706003

Citation:

Lian Jie, Yang Yongxin, Yang Meng, Zhao Yan. EXPERIMENTAL RESEARCH ON THE MECHANICAL BEHAVIOR OF CHOPPED BASALT FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 8-10. doi: 10.13204/j.gyjz200706003

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EXPERIMENTAL RESEARCH ON THE MECHANICAL BEHAVIOR OF CHOPPED BASALT FIBER REINFORCED CONCRETE

doi: 10.13204/j.gyjz200706003

1.
National Engineering Research Center of Industrial Building Diagnosis and Rehabilitation Beijing 100088

Received Date: 2007-02-10
Publish Date: 2007-06-20

Abstract

Abstract

More attention is focused on experimental research on basalt fiber in home and abroad.Strength and crack resistance capability of concrete will be improved after being reinforced by chopped basalt continuous fiber.A hundred and ninety-four test pieces are tested which involved six kinds of slenderness ratios and five cubic contents,and studies are done on the influence of cubic content and slenderness ratio to compressive strength,split strength and flexural strength of concrete,which lays the foundation of further study.
- chopped continuous basalt fiber,
- reinforced,
- cubic content,
- slenderness ratio