纤维掺量对聚丙烯纤维再生砖混凝土力学性能的影响

牛荻涛; 申洋; 张婷; 董昆仑

doi:10.13204/j.gyjzG19112904

纤维掺量对聚丙烯纤维再生砖混凝土力学性能的影响

doi: 10.13204/j.gyjzG19112904

牛荻涛^1,2,
申洋²,
张婷^2, ,,
董昆仑²

1. 省部共建西部绿色建筑国家重点实验室, 西安 710055;
2. 西安建筑科技大学土木工程学院, 西安 710055

基金项目:

国家自然科学基金重大项目（51590914）。

详细信息

作者简介:
牛荻涛,男,1963年出生,博士,教授,博士生导师。

通讯作者:
张婷,tmgcting@162.com。

计量
- 文章访问数: 173
- HTML全文浏览量: 13
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2019-11-29
- 网络出版日期: 2021-11-11

INFLUENCE OF THE POLYPROPYLENE CONTENT ON MECHANICAL PROPERTIES OF RECYCLED BRICK CONCRETE

1. State Key Laboratory of Green Building in Western China, Xi'an 710055, China;
2. School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China

摘要

摘要: 通过制备8种不同纤维掺量的聚丙烯纤维再生砖混凝土（PFRB混凝土）进行单因素试验，分析纤维掺量对其力学性能（立方体抗压强度、轴心抗压强度和劈裂抗拉强度）的影响，得到了立方体抗压强度和轴心抗压强度、立方体抗压强度和劈裂抗拉强度之间的关系式，并建立了不同纤维掺量下PFRB混凝土受压应力-应变全曲线方程。试验发现：随着纤维掺量增大，PFRB混凝土的轴心抗压强度、立方体抗压强度和劈裂抗拉强度均先增加后降低，并且都在纤维掺量为0.1%时达到最大。
- PFRB混凝上 /
- 纤维掺量 /
- 力学性能 /
- 应力-应变全曲线
Abstract: Eight kinds of recycled brick concrete(PFRB concrete)with polypropylene fibers were designed, in which the fiber content was different. The mechanical tests were conducted. The influence of the fiber content on the mechanical properties (cube compressive strength, axial compressive strength and splitting tensile strength) was analyzed based on the test data. Relational mathematical expressions between cubic compressive strength and axial compressive strength, and cubic compressive strength and splitting tensile strength were obtained. And the compressive stress-strain curve equation of PFRB concrete were constructed. The research result showed that with the increase of the fiber content, cubic compressive strength, axial compressive strength and splitting tensile strength of PFRB concrete first increased and then decreased, and the peak strength was in fiber content of 0.1%.
- PFRB concrete /
- fiber content /
- mechanical property /
- stress-strain curve

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参考文献(13)

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