ECC与钢筋黏结性能试验研究

翟可仪; 叶明; 张耀文; 姜海波; 肖杰; 梅塨镛; 黄梓槺

doi:10.12052/gdutxb.210019

欢迎来到能源电力期刊网！

English Version 期刊登录

您当前的位置：

首页 >

文章列表页 >

ECC与钢筋黏结性能试验研究

综合研究 | 更新时间：2026-05-27

- ECC与钢筋黏结性能试验研究
- An Experimental Research on Bonding Performance of ECC and Rebar
- 广东工业大学学报 2022年39卷第2期页码：120-124
- 作者机构：
  
  1. 广东工业大学土木与交通工程学院,广东,广州,510006
  2. 广州市北二环交通科技有限公司,广东,广州,510062
  3. 广东三和管桩股份有限公司,广东,中山,528414
- 作者简介：
  
  翟可仪(1995–)，男，硕士研究生，主要研究方向为FRP复合材料、超高性能混凝土
  肖杰(1986–)，男，讲师，主要研究方向为酸性环境中混凝土的耐久性、超高性能混凝土等，E-mail：xiaojie2017@gdut.edu.cn
- 基金信息：
  
  国家自然科学基金资助项目( 51808033)
- DOI：10.12052/gdutxb.210019
  中图分类号： TU377
- 网络首发：2022-03-10，
  
  纸质出版：2022
- 稿件说明：
移动端阅览
翟可仪, 叶明, 张耀文, 姜海波, 肖杰, 梅塨镛, 黄梓槺. ECC与钢筋黏结性能试验研究[J]. 广东工业大学学报, 2022, 39(2): 120-124.

Zhai Ke-yi, Ye Ming, Zhang Yao-wen, et al. An Experimental Research on Bonding Performance of ECC and Rebar[J]. 2022, 39(2): 120-124.
翟可仪, 叶明, 张耀文, 姜海波, 肖杰, 梅塨镛, 黄梓槺. ECC与钢筋黏结性能试验研究[J]. 广东工业大学学报, 2022, 39(2): 120-124. DOI： 10.12052/gdutxb.210019.

Zhai Ke-yi, Ye Ming, Zhang Yao-wen, et al. An Experimental Research on Bonding Performance of ECC and Rebar[J]. 2022, 39(2): 120-124. DOI： 10.12052/gdutxb.210019.

摘要

工程水泥基复合材料(Engineered cementitious composite

ECC)是一种新型混凝土材料，具有应变硬化、裂缝控制等特点，将其应用于实际工程中可显著改善结构构件的力学性能。而钢筋与ECC之间的黏结性能是两者结合共同发挥协同作用的基础，因此本文通过中心拉拔试验研究锚固长度、保护层厚度、纤维掺量对钢筋与ECC的影响。试验结果表明，锚固长度的变化对于光圆钢筋和带肋钢筋的黏结性能影响不一致，不同保护层厚度的试件发生了不同的失效模式，极限黏结应力会随着纤维体积掺量的增加有显著提高。

Abstract

Engineered cementitious composite (ECC) is a new type of concrete material

which has the characteristics of strain hardening and multiple cracks. Its application in engineering practice can significantly improve the mechanical properties of structural members. The bond performance between steel bar and ECC is the basis of their joint work. Therefore

the influence of steel bar diameter

embedment length and cover depth of steel bar and ECC through central pull-out test are studied.The test results show that the change of bond length has different effects on the bonding performance of the two surface forms of steel bar. The specimens with different thickness of protective layer have different failure modes

and the ultimate bond stress will increase significantly with the increase of fiber content.

关键词

Keywords

references

LI V C, WANG S, WU C. Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC) [J]. Aci Materials Journal, 2001, 98(6): 483-492.

ZHOU J, QIAN S, YE G, et al . Improved fiber distribution and mechanical properties ofengineered cementitious composites by adjusting the mixing sequence [J ] . Cement and Concrete Composites., 2012, 34(3): 342-348.

MIRZA S M, HOUDE J. Study of bond stress-sliprelationships in reinforced concrete [J]. ACI Structural Journal, 1979, 76(1): 19-46.

GAO X L, LI J. Theory and test on computative model of local bond strength between reinforcing bars and concrete [J]. Building Structure, 2005, 35(4): 10-12.

徐有邻. 变形钢筋混凝土黏结锚固性能的试验研究[D]. 北京: 清华大学, 1990.

DENG M K, PAN J J, SUN H Z, et al . Bond behavior of steel bar embedded in engineered cementitious composites under pullout load [J ] . Construction and Building Materials, 2018(168): 705-714.

CAI J M, PAN J L, TAN J W, et al . Bond behaviours of deformed steel rebars in engineered cementitious composites (ECC) and concrete [J ] . Construction and Building Materials, 2020, 252: 119082.

王洪昌. 超高初性水泥基符合材料与钢筋黏结性能的试验研究[D]. 大连: 大连理工学. 2007.

ZHU J T, ZHAO Y L, LI Y, et al . Experiment on bonding and anchoring performance between high-strength stainless steel wire mesh and engineered cementitious composites [J ] . Acta Materiae Compositae Sinica, 2020, 37(7): 1731-1742.

刘曙光, 邓轶涵, 张菊, 等. PVA纤维水泥基复合材料与钢筋黏结性能研究[J]. 功能材料, 2016, 47(1): 1110-1116.

MI Y, PAN J L, ZHOU Q S. Experimental study on bond behavior between steel bars and patterned verticalalignment engineered cementitious composite [J]. Building Structure, 2016, 46(15): 69-73.

AN M Z, ZHANG M, JI W Y. The research of bond capability between round steel bars and reactive powder concrete [J]. Journal of the China Railway Society, 2007(1): 90-94.

浏览量

下载量

CSCD

文章被引用时，请邮件提醒。

提交

工具集

关联资源

多套餐共享储能模式下考虑功率互济的社区联盟优化运行策略

基于数字混频的脉冲式激光测距方法的研究与实现

基于高效时序建模的RGB-T跟踪

融合沟道倾斜角的3D NAND存储单元建模及编程策略优化

基于PSI技术的福州市地面形变监测与影响因素分析