多尺度纤维复合增强水泥基材料力学性能
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作者单位:

1.河海大学;2.江苏大学

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中图分类号:

TU528. 572

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)


Mechanical properties of multi-scale fiber compound reinforced cement-based materials
Author:
Affiliation:

1.Hohai University;2.Jiangsu University

Fund Project:

The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    为改善水泥基材料抗拉强度低、韧性差以及易开裂等性能缺陷,采用微米级碳酸钙晶须和厘米级短切耐碱玻璃纤维复合增强高性能水泥基材料,并对不同纤维增强水泥基材料的基本力学性能进行了研究。结果表明,微观碳酸钙晶须和宏观耐碱玻璃纤维均有利于水泥基材料力学性能的提高,且提高程度与纤维(或晶须)掺量及长度相关;采用碳酸钙晶须和耐碱玻璃纤维复合增强水泥基材料,可分别在微宏观结构层次上发挥两种纤维的增强优势,增强水泥基材料的抗折和劈拉强度比未增强时最多可分别提高约60%和80%。

    Abstract:

    In order to improve the performance deficiency of cement-based materials such as low tensile strength, poor toughness and easy cracking, the basic mechanical properties of cement-based materials reinforced by micron grade CaCO3 whisker and centimeter-grade short AR-glass fiber were studied by testing. The results show that the mechanical properties of reinforced cement-based material can be improved by the proper addition of CaCO3 whisker and/or AR-glass fiber, and the improvement degree is related to the content and length of fibers. For the cement-based materials compound reinforced with CaCO3 whisker and AR-glass fiber, the improvement of mechanical properties of the cement-based materials can be explained that the reinforcing roles of the two kinds of fibers can be played at the micro and macro structural levels respectively, and the flexural and tensile strength of reinforced cement-based materials can be increased by up to 60% and 80% compared with that of non-reinforced cement-based materials.

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历史
  • 收稿日期:2020-02-19
  • 最后修改日期:2020-05-02
  • 录用日期:2020-05-04
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