冻融环境下FRCC孔隙结构与力学性能研究综述

doi:10.11896/cldb.23010108

材料导报

2023, Vol. 37

Issue (S1): 23010108-12 https://doi.org/10.11896/cldb.23010108

高分子与聚合物基复合材料

冻融环境下FRCC孔隙结构与力学性能研究综述

吴伟喆¹, 刘阳^1,2, 张艺欣^1,2,*, 黄建山³, 闫国威¹

1 华侨大学土木工程学院,福建厦门 361021
2 福建省结构工程与防灾重点实验室,福建厦门 361021
3 厦门捷航工程检测技术有限公司,中交第三航务工程局有限公司厦门分公司,福建厦门 361006

Pore Structure and Mechanical Properties of FRCC in the Freeze-thaw Environment: a Review

WU Weizhe¹, LIU Yang^1,2, ZHANG Yixin^1,2,*, HUANG Jianshan³, YAN Guowei¹

1 College of Civil Engineering, Huaqiao University, Xiamen 361021, Fujian, China
2 Key Laboratory for Structural Engineering and Disaster Prevention of Fujian Province, Xiamen 361021, Fujian, China
3 Xiamen Branch of CCCC Third Harbor Engineering Co., Ltd., Xiamen Jiehang Engineering Testing Technology Co., Ltd., Xiamen 361006, Fujian, China

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摘要纤维增强水泥基复合材料(Fiber reinforced cement composites,FRCC)是由纤维、基体、纤维-基体界面过渡区组成的多相复合材料,其耐久性能由微观孔隙结构及细观纤维-基体相互作用共同决定。寒冷地区环境温度周期性地升高和降低导致水泥基材料不断经历冻融循环作用,使其耐久性迅速降低。因此,本文从FRCC冻融损伤机理出发,综述了冻融循环对FRCC孔隙结构和力学性能的影响,剖析了其中的关联关系。本文首先总结了不同冻融循环次数下纤维类型、掺量、长径比等因素对FRCC孔隙特征参数的影响,进而分析孔隙结构、纤维固有性质及纤维-基体界面性能与冻融FRCC宏观力学性能的关联关系,最后对基于孔隙结构的既有FRCC冻融损伤模型进行了总结,并对建立多尺度冻融损伤模型进行了展望。

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	吴伟喆
	刘阳
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	黄建山
	闫国威

关键词: 冻融循环作用纤维增强水泥基复合材料孔隙结构特征力学性能冻融损伤模型

Abstract: Fiber reinforced cement composites (FRCC) is a multiphase composite composed of fiber, matrix and fiber-matrix interfacial transition zone. The microscopic pore structure and meso fiber-matrix interaction determine its durability. The periodic increase and decrease of environmental temperature in cold regions cause cementitious materials to undergo freeze-thaw cycles, rapidly decreasing durability. Therefore, based on the mechanism of FRCC freeze-thaw damage, this paper summarizes the influence of freeze-thaw cycles on the pore structure and mechanical pro-perties of FRCC and analyzes the relationship among them. The effects of the different freeze-thaw cycles on the FRCC's fiber type, content, aspect ratio, and pore characteristic parameters are first investigated in this paper. After that, the relationship between the mechanical properties of FRCC in the freeze-thaw environment and the fiber's inherent properties, fiber-matrix interface bonding property, and relationship between them is examined. Ultimately, the existing freeze-thaw damage models of FRCC based on pore structure are summarized, and the prospect of establishing multi-scale freeze-thaw damage models is proposed.

Key words: freeze-thaw action fiber reinforced cement composite pore structure characteristic mechanical property freeze-thaw damage model

发布日期: 2023-09-06

ZTFLH:

TB332

基金资助: 国家自然科学基金 (52208313;51878304);福建省自然科学基金杰出青年基金 (2020J06020)

通讯作者: *张艺欣,博士,华侨大学土木工程学院讲师、硕士研究生导师。目前主要从事混凝土结构耐久性、高性能水泥基复合材料、抗震性能评价等方向的研究,主持国家自然科学基金青年项目、福建省自然科学基金青创项目等多项课题。zhangyixin@hqu.edu.cn

作者简介: 吴伟喆,2020年6月于西南交通大学获得工学学士学位。现为华侨大学土木工程学院硕士研究生,研究领域为纤维增强水泥基复合材料耐久性。

引用本文:

吴伟喆, 刘阳, 张艺欣, 黄建山, 闫国威. 冻融环境下FRCC孔隙结构与力学性能研究综述[J]. 材料导报, 2023, 37(S1): 23010108-12.
WU Weizhe, LIU Yang, ZHANG Yixin, HUANG Jianshan, YAN Guowei. Pore Structure and Mechanical Properties of FRCC in the Freeze-thaw Environment: a Review. Materials Reports, 2023, 37(S1): 23010108-12.

链接本文:

http://www.mater-rep.com/CN/10.11896/cldb.23010108 或 http://www.mater-rep.com/CN/Y2023/V37/IS1/23010108

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