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首页|期刊导航|硅酸盐通报|冻融作用下钢-PVA混杂纤维增强混凝土与钢筋黏结性能试验研究

冻融作用下钢-PVA混杂纤维增强混凝土与钢筋黏结性能试验研究

许成祥 王瑞 许奇琦 杨曌

硅酸盐通报2026,Vol.45Issue(7):2260-2274,15.
硅酸盐通报2026,Vol.45Issue(7):2260-2274,15.DOI:10.16552/j.cnki.issn1001-1625.2025.1263

冻融作用下钢-PVA混杂纤维增强混凝土与钢筋黏结性能试验研究

Experimental Study on Bond Performance Between Steel-PVA Hybrid Fiber Reinforced Concrete and Steel Bars under Freeze-Thaw Cycles

许成祥 1王瑞 2许奇琦 3杨曌1

作者信息

  • 1. 武汉科技大学城市建设学院,武汉 430065||城市更新湖北省工程研究中心,武汉 430065
  • 2. 武汉科技大学城市建设学院,武汉 430065
  • 3. 湖北第二师范学院城市建设与安全工程学院,武汉 430205
  • 折叠

摘要

Abstract

In order to investigate the bond performance between steel-polyvinyl alcohol hybrid fiber reinforced concrete(S-PVA HFRC)and steel bars under freeze-thaw cycles,75 S-PVA HFRC specimens were designed and fabricated based on orthogonal test factors,namely steel fiber volume fraction,PVA fiber volume fraction,and mineral powder replacement rate.These specimens were subjected to freeze-thaw cycles with different numbers of cycles,followed by central pull-out tests under monotonic loading.The failure modes,bond strength,interfacial bond stiffness and toughness of S-PVA HFRC specimens under different test parameters were studied,and the influence of each parameter on the bond-slip mechanical behavior of S-PVA HFRC under freeze-thaw conditions was analyzed.The results show that all S-PVA HFRC specimens exhibit steel bar pull-out failure;the bond strength of S-PVA HFRC specimens decreases with the increase in the number of freeze-thaw cycles.After an identical number of freeze-thaw cycles,the bond strength and peak slip of S-PVA HFRC specimens are higher than those of fiber-free plain concrete specimens.After 50 freeze-thaw cycles,the bond strength of S-PVA HFRC specimens exhibit the most significant enhancement.Compared with fiber-free plain concrete specimens,the S-PVA HFRC specimens exhibit the greatest increase of 53.75%when the volume fraction of steel fiber is 1.3%,the volume fraction of PVA fiber is 0.2%,and the replacement rate of mineral powder is 15%(mass fraction).The incorporation of hybrid fibers effectively mitigates the adverse effect of freeze-thaw damage on the interfacial bond stiffness and significantly improves the energy dissipation capacity of the specimens.A bond-slip model for the interface between S-PVA HFRC and steel bars under freeze-thaw conditions is proposed,which shows good agreement with the experimental results.

关键词

纤维增强混凝土/钢纤维/PVA纤维/矿粉/冻融循环/拉拔试验/黏结-滑移模型

Key words

fiber reinforced concrete/steel fiber/PVA fiber/mineral powder/freeze-thaw cycle/pull-out test/bond-slip model

分类

建筑与水利

引用本文复制引用

许成祥,王瑞,许奇琦,杨曌..冻融作用下钢-PVA混杂纤维增强混凝土与钢筋黏结性能试验研究[J].硅酸盐通报,2026,45(7):2260-2274,15.

基金项目

国家自然科学基金面上项目(52178158) (52178158)

湖北省高等学校优秀中青年科技创新团队计划项目(T2022002) (T2022002)

硅酸盐通报

1001-1625

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