| 注册
首页|期刊导航|铁道科学与工程学报|硫酸盐侵蚀纤维混凝土损伤劣化及可靠性分析

硫酸盐侵蚀纤维混凝土损伤劣化及可靠性分析

朱飞飞 乔宏霞 付勇 王新科

铁道科学与工程学报2025,Vol.22Issue(3):1344-1356,13.
铁道科学与工程学报2025,Vol.22Issue(3):1344-1356,13.DOI:10.19713/j.cnki.43-1423/u.T20240821

硫酸盐侵蚀纤维混凝土损伤劣化及可靠性分析

Damage deterioration and reliability analysis of sulfate attack fiber reinforced concrete

朱飞飞 1乔宏霞 1付勇 1王新科2

作者信息

  • 1. 兰州理工大学 土木工程学院 甘肃省先进土木工程材料工程研究中心,甘肃 兰州 730050
  • 2. 江苏苏博特新材料股份有限公司 高性能土木工程材料国家重点实验室,江苏 南京 211103
  • 折叠

摘要

Abstract

In order to investigate the sulfate corrosion resistance of basalt fiber-reinforced concrete(BFRC)in the saline soil region of Northwest China,sulfate accelerated erosion tests were designed to simulate the local climatic environment and the sulfate ion content in the saline soil.Under the combined of sulfate attack and wetting-drying cycles,the mass loss rate,relative dynamic elastic modulus and appearance of BFRC with basalt fiber(BF)volume content of 0.0%,0.1%,0.2%and 0.3%were investigated.The reliability analysis of BFRC under sulfate erosion-dry-wet coupling was carried out by Wiener process with mass loss rate and relative dynamic elastic modulus as evaluation indexes.The results show that the addition of BF can effectively improve the sulfate resistance of concrete.Compared with the reference group without BF,the mass loss rates of BFRC-1,BFRC-2 and BFRC-3 with 0.1%,0.2%,0.3%of BF is reduced by 6.48%,16.73%,23.58%,respectively.The relative dynamic elastic modulus can increase by 10.48%,17.04%,21.14%.Meanwhile,the integrity of BFRC-3 specimen is better at the end of sulfate erosion-dry-wet coupling test,only the surface pores became numerous and more large,crisscrossed cracks appeared,and only a small amount of mortar layer peeling off at the corners and edges,which meaning the best performance of BFRC with BF doping of 0.3%in terms of sulfate erosion resistance.Furthermore,BF inhibited and hindered the generation and further expansion of cracks,which is caused by the expansion of gypsum and ettringite.Therefore,it can improve the sulfuric acid corrosion resistance of concrete.The Wiener process can effectively describe the durability degradation law of BFRC under sulfate attack,as a durability evaluation index,the relative dynamic elastic modulus is more sensitive and accurate than the mass loss rate.The application of BFRC has a good prospect in the Northwest saline soil area.The research results can provide a theoretical basis for the reliability analysis of BFRC.

关键词

玄武岩纤维混凝土/硫酸盐侵蚀/干湿循环/Wiener随机过程/可靠性分析

Key words

basalt fibers reinforced concrete/sulfate erosion/dry-wet cycle/Wiener stochastic process/reliability analysis

分类

建筑与水利

引用本文复制引用

朱飞飞,乔宏霞,付勇,王新科..硫酸盐侵蚀纤维混凝土损伤劣化及可靠性分析[J].铁道科学与工程学报,2025,22(3):1344-1356,13.

基金项目

国家自然科学基金资助项目(U21A20150,52178216) (U21A20150,52178216)

青海省基础研究计划资助项目(2022-ZJ-921) (2022-ZJ-921)

铁道科学与工程学报

OA北大核心

1672-7029

访问量0
|
下载量0
段落导航相关论文