锈蚀H型钢混凝土界面黏结滑移性能试验及本构模型

林拥军; 余国菲; 钟水云; 孙俪文; 张晶

doi:10.11835/j.issn.2096-6717.2024.035

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锈蚀H型钢混凝土界面黏结滑移性能试验及本构模型

土木工程 | 更新时间：2026-03-30

- 锈蚀H型钢混凝土界面黏结滑移性能试验及本构模型
- Experimental and constitutive modeling of bond-slip behavior at the interface of corroded H-shaped steel and concrete
- 土木与环境工程学报 2026年48卷第2期页码：212-225
- 作者机构：
  
  西南交通大学土木工程学院，成都 610031
- 作者简介：
  
  林拥军（1974- ），男，博士，副教授，主要从事结构工程抗震减震研究，E-mail：scsmith@126.com。
  张晶（通信作者），女，博士，E-mail：zhj1974@swjtu.edu.cn。
- 基金信息：
  
  四川省自然科学基金(2022NSFSC0430)
- DOI：10.11835/j.issn.2096-6717.2024.035
  中图分类号： TU398
- 收稿：2024-01-18，
  
  纸质出版：2026-04-25
- 稿件说明：
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林拥军,余国菲,钟水云等.锈蚀H型钢混凝土界面黏结滑移性能试验及本构模型[J].土木与环境工程学报,2026,48(02):212-225.

LIN Yongjun,YU Guofei,ZHONG Shuiyun,et al.Experimental and constitutive modeling of bond-slip behavior at the interface of corroded H-shaped steel and concrete[J].Journal of Civil and Environmental Engineering,2026,48(02):212-225.
林拥军,余国菲,钟水云等.锈蚀H型钢混凝土界面黏结滑移性能试验及本构模型[J].土木与环境工程学报,2026,48(02):212-225. DOI： 10.11835/j.issn.2096-6717.2024.035.

LIN Yongjun,YU Guofei,ZHONG Shuiyun,et al.Experimental and constitutive modeling of bond-slip behavior at the interface of corroded H-shaped steel and concrete[J].Journal of Civil and Environmental Engineering,2026,48(02):212-225. DOI： 10.11835/j.issn.2096-6717.2024.035.

摘要

针对以H型钢作为骨架的无筋混凝土结构，制作锈蚀率分别为0、5%、10%、15%和20%的H型钢混凝土试件，开展推出试验，分析不同锈蚀程度下H型钢-混凝土界面的黏结应力-滑移关系，并提出一种通过测试混凝土表面的压缩位移获得钢-混凝土界面黏结应力分布的试验方法。基于试验观察提出化学黏结、微观机械黏结、宏观机械黏结和铁锈界面黏结4种微观机制，以解释锈蚀对H型钢混凝土黏结性能的影响。构建考虑锈蚀率影响的黏结应力-滑移本构关系模型，引入界面损伤参数，对不同锈蚀率下的界面损伤演化过程进行分析。结果表明：H型钢-混凝土界面的初始黏结刚度随着锈蚀率的增加而提高，但在达到峰值应力后，界面刚度的下降速率随锈蚀率的增加而加快；当H型钢锈蚀率较高（≥15%）时，界面黏结滑移曲线呈双峰值特征，即先上升后下降，然后再次上升，最终趋于下降；随着锈蚀率的增加，化学黏结和微观机械黏结的作用逐渐增强，而宏观机械黏结和铁锈界面黏结的作用则逐渐减弱；所建立的考虑锈蚀率影响的黏结应力-滑移本构关系表达式能较好地描述锈蚀H钢-混凝土界面的黏结特性；尽管锈蚀率的增加会加速界面刚度的减退，但对试件破坏时损伤程度的影响较为有限。

Abstract

In the case of unreinforced concrete structures that utilise H-shaped steel as a skeletal framework

concrete specimens integrated with H-shaped steel were prepared to represent varying degrees of corrosion

specifically rates of 0%

10%

15%

and 20%. Push-out tests were conducted to analyze the bond stress-slip relationship between H-shaped steel and concrete under different corrosion levels at the interface. This paper sets out an experimental method to derive the distribution of bond stress across the steel-concrete interface. The method involves measuring the compressive displacement on the surface of the concrete. It is evident from the observations derived from the experimental tests that four microscopic mechanisms are postulated to elucidate the impact of corrosion on the bond performance of H-shaped steel in concrete. A constitutive relationship was constructed

incorporating the effect of the corrosion rate on bond stress-slip

and an interface damage parameter was introduced to analyze the evolution of interface damage under varying corrosion rates. The research results indicate that the initial bond stiffness at the H-shaped steel-concrete interface increases with the corrosion rate. Nonetheless

upon attaining peak stress levels

the rate of decline in interface stiffness is observed to accelerate concomitantly with an increase in corrosion rate. It is noteworthy that at elevated corrosion rates (≥15%)

the bond-slip curve manifests a dual-peak feature

initially ascending

then descending

followed by an additional rise

and ultimately a decline. As the corrosion rate increases

the roles of chemical bonding and microscopic mechanical bonding become more dominant

while the contributions of macroscopic mechanical bonding and rust interface bonding diminish. The developed constitutive relationship

validated through comparative analysis with existing models

accurately describes the bond characteristics at the corroded H-shaped steel-concrete interface. Although an increase in corrosion rate hastens the reduction of interface stiffness

its influence on the extent of damage observed upon specimen failure is relatively limited.

关键词

Keywords

references

ZHANG Y T , WANG M N , YU L , et al . Bond-slip behavior between corroded I-shaped steel and concrete in a subsea tunnel [J ] . Engineering Failure Analysis , 2021 , 120 : 105061 .

刘才玮 , 闫良泰 , 巴光忠 , 等 . 锈蚀钢筋与混凝土高温后黏结性能试验研究 [J ] . 建筑结构学报 , 2023 , 44 ( 3 ): 257 - 267 .

LIU C W , YAN L T , BA G Z , et al . Experimental investigation on bond performance of corroded reinforced concrete after exposure to high temperature [J ] . Journal of Building Structures , 2023 , 44 ( 3 ): 257 - 267 . (in Chinese)

钱春香 , 徐亦冬 . 混凝土结构材料的损伤特性及其本构模型 [M ] . 南京 : 东南大学出版社 , 2015 .

QIAN C X , XU Y D . Damage characteristics of materials for concrete structure and their constitutive models [M ] . Nanjing : Southeast University Press , 2015 . (in Chinese)

ZOU D J , LIU T J , QIAO G F . Experimental investigation on the dynamic properties of RC structures affected by the reinforcement corrosion [J ] . Advances in Structural Engineering , 2014 , 17 ( 6 ): 851 - 860 .

OU Y C , TSAI L L , CHEN H H . Cyclic performance of large-scale corroded reinforced concrete beams [J ] . Earthquake Engineering & Structural Dynamics , 2012 , 41 ( 4 ): 593 - 604 .

WILLIAMSON S J , CLARK L A . Pressure required to cause cover cracking of concrete due to reinforcement corrosion [J ] . Magazine of Concrete Research , 2000 , 52 ( 6 ): 455 - 467 .

ALONSO C , ANDRADE C , RODRIGUEZ J , et al . Factors controlling cracking of concrete affected by reinforcement corrosion [J ] . Materials and Structures , 1998 , 31 ( 7 ): 435 - 441 .

刘维亚 , 钟善桐 , 姜维山 , 等 . 钢与混凝土组合结构理论与实践 [M ] . 北京 : 中国建筑工业出版社 , 2008 .

LIU W Y , ZHONG S T , JIANG W S , et al . Theory and practice of steel and concrete composite structures [M ] . Beijing : China Architecture & Building Press , 2008 . (in Chinese)

BRYSON J O , MATHEY R G . Surface condition effect on bond strength of steel beams embedded in concrete [J ] . ACI Journal Proceedings , 1962 , 59 ( 3 ): 397 - 406 .

HAWKINS N M . Strength of concrete encased steel beams [J ] . Engineering Transaction of the Institution of Australia Engineer , 1973 , CE 15 ( 1 / 2 ): 39 - 46 .

ROEDER C W . Bond stress of embedded steel shapes in concrete [C ] // FRANGOPOL D M . Effects of Damage and Redundancy on Structural Performance, American Society of Civil Engineers, New York, NY , 1987 .

HAMDAN M , HUNAITI Y . Factors affecting bond Strength in Composite Columns [C ] // Proceedings of the third Steel-Concrete Composite Structures , 1991 : 213 - 218 .

WIUM J A , LEBET J P . Simplified calculation method for force transfer in composite columns [J ] . Journal of Structural Engineering , 1994 , 120 ( 3 ): 728 - 746 .

马付彪 . 型钢混凝土异形柱的粘结滑移性能研究 [D ] . 西安 : 西安建筑科技大学 , 2006 .

MA F B . Study on the bond-slip properties in steel reinforced concrete special-shaped columns [D ] . Xi’an : Xi’an University of Architecture and Technology , 2006 . (in Chinese)

李俊华 , 李玉顺 , 王建民 , 等 . 型钢混凝土柱粘结滑移本构关系与粘结滑移恢复力模型 [J ] . 土木工程学报 , 2010 , 43 ( 3 ): 46 - 52 .

LI J H , LI Y S , WANG J M , et al . Bond-slip constitutive relation and bond-slip resilience model of shape-steel reinforced concrete columns [J ] . China Civil Engineering Journal , 2010 , 43 ( 3 ): 46 - 52 . (in Chinese)

柯晓军 , 陈宗平 , 薛建阳 , 等 . 反复荷载下型钢混凝土异形柱粘结滑移性能研究 [J ] . 工程力学 , 2013 , 30 ( 2 ): 211 - 218 .

KE X J , CHEN Z P , XUE J Y , et al . Study on bond slip behavior of src special-shaped columns under cyclic reversed loading [J ] . Engineering Mechanics , 2013 , 30 ( 2 ): 211 - 218 . (in Chinese)

尹玉光 . 型钢与再生混凝土粘结滑移性能试验研究 [D ] . 西安 : 西安建筑科技大学 , 2017 .

YIN Y G . Experimental study on bond-slip behavior between steel shape and concrete in steel reinforced recycled concrete structure [D ] . Xi’an : Xi’an University of Architecture and Technology , 2017 . (in Chinese)

明铭 , 郑山锁 , 郑淏 , 等 . 型钢高性能纤维混凝土粘结滑移性能试验研究 [J ] . 工程力学 , 2020 , 37 ( 8 ): 148 - 157 .

MING M , ZHENG S S , ZHENG H , et al . Experimental study on bond-slip behavior between encased steel and high-performance-fiber concrete [J ] . Engineering Mechanics , 2020 , 37 ( 8 ): 148 - 157 . (in Chinese)

HU Y P , WANG M N , ZHAO D M , et al . Heat damage and bond-slip performance of steel arch frame-concrete in high-geothermal tunnels [J ] . Engineering Failure Analysis , 2021 , 130 : 105514 .

张华军 . 标准火灾作用后型钢混凝土构件的粘结滑移性能试验研究 [J ] . 建筑结构 , 2022 , 52 ( 6 ): 111 - 118, 110 .

ZHANG H J . Experimental study on bond-slip behavior of steel reinforced concrete members after standard fire [J ] . Building Structure , 2022 , 52 ( 6 ): 111 - 118, 110 . (in Chinese)

卢元鹏 . 锈蚀SRC梁界面滑移量计算 [J ] . 西安科技大学学报 , 2011 , 31 ( 4 ): 420 - 424, 432 .

LU Y P . Calculation of interface slip in corroded SRC beam [J ] . Journal of Xi’an University of Science and Technology , 2011 , 31 ( 4 ): 420 - 424, 432 . (in Chinese)

王明年 , 童建军 , 周国军 . 海底隧道锈蚀工字钢与喷射混凝土的粘结滑移试验研究 [J ] . 工程力学 , 2013 , 30 ( 4 ): 310 - 315, 330 .

WANG M N , TONG J J , ZHOU G J . Test research on the bond-slip between I-beam and shotcrete in undersea tunnel [J ] . Engineering Mechanics , 2013 , 30 ( 4 ): 310 - 315, 330 . (in Chinese)

WANG M N , ZHANG Y T , YU L , et al . Experimental study on bond-slip behavior between corroded I-shaped steel and concrete in subsea tunnel [J ] . Materials , 2019 , 12 ( 18 ): 2863 .

ZHANG Y T , WANG M N , YU L , et al . Experimental research and mechanical analysis on the bond-slip behavior between concrete and corroded I-shaped steel [J ] . Structural Concrete , 2021 , 22 ( 4 ): 2358 - 2372 .

王明年 , 张艺腾 , 于丽 , 等 . 锈蚀工字形型钢与混凝土黏结滑移特性及损伤本构模型研究 [J ] . 土木工程学报 , 2022 , 55 ( 1 ): 64 - 74 .

WANG M N , ZHANG Y T , YU L , et al . Study on bond-slip characteristics and damage constitutive model for interface between corroded I-shaped steel and concrete [J ] . China Civil Engineering Journal , 2022 , 55 ( 1 ): 64 - 74 . (in Chinese)

WANG X L , LIU Y Q , YANG F , et al . Effect of concrete cover on the bond-slip behavior between steel section and concrete in SRC structures [J ] . Construction and Building Materials , 2019 , 229 : 116855 .

陈宗平 , 应武挡 . 型钢高强混凝土界面黏结滑移推出试验及其本构关系研究 [J ] . 建筑结构学报 , 2016 , 37 ( 2 ): 150 - 157 .

CHEN Z P , YING W D . Push-out test on interface bond behavior between shape steel and high-strength concrete and interfacial bond-slip constitutive relation [J ] . Journal of Building Structures , 2016 , 37 ( 2 ): 150 - 157 . (in Chinese)

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