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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(6): 8-10

MOU Kun-ting, WEI Yang, WANG Gao-fei, DONG Feng-hui, ZHENG Kai-qi. Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 1-9. doi: 10.13204/j.gyjzG22030410

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

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References(4)

References

胡显奇,董国义,鄢宏.玄武岩纤维在建筑和基础设施中的应用.工业建筑,2004(增刊)

[2] 杨萌.钢纤维高强混凝土增强、增韧机理及基于韧性的设计方法研究:[博士学位论文].大连:大连理工大学,2006

[3] 瓦列尼,伊万诺维奇,柯斯奇可夫.玄武岩纤维材料.莫斯科:莫斯科科技情报出版社,2001

[4] 董国义.混凝土裂缝、耐久性和健康寿命.中国水利水电市场,2003(7,8)

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