A two-phased modelling approach for corrosion-induced concrete cracking and bond deterioration in reinforced concrete

被引：12
作者：
Van Steen, C. [1 ]
Van Beirendonck, T. [1 ]
Vrijdaghs, R. [1 ]
Hendriks, M. A. N. [2 ,3 ]
Verstrynge, E. [1 ]
机构：
[1] Katholieke Univ Leuven, Dept Civil Engn, Louvain, Belgium
[2] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands
[3] NTNU, Dept Struct Engn, N-7034 Trondheim, Norway
来源：
ENGINEERING STRUCTURES | 2023年 / 294卷
关键词：
Bond; Reinforced concrete; Corrosion; Finite element model; MECHANICAL-PROPERTIES; STEEL REINFORCEMENT; ACOUSTIC-EMISSION; REBAR CORROSION; RIBBED BARS; BEHAVIOR; STRENGTH; PROPAGATION; INTERFACE; PRODUCTS;
D O I：
10.1016/j.engstruct.2023.116624
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Bond deterioration is one of the major consequences of reinforcement corrosion in reinforced concrete (RC) structures. In this paper, a two-phased numerical modelling approach is presented that aims to determine the constitutive behaviour (bond-slip) at the reinforcement-concrete interface at a certain corrosion level. The novelty of the approach is that it consists of a crack model and a bond model, and that the flow of corrosion products into the pores and corrosion-induced cracks as well as the effect of the bonded length and concrete cover are taken into account in the 2D crack model. The resulting expansion of corrosion products from the crack model is used as input in the 3D bond model. The combination of both models leads to a procedure that balances computational time and modelling detail. The model is validated on a substantial amount of experimental pull-out test results. A good agreement is obtained between the experimental data and the models for different corrosion levels in terms of crack width, crack pattern, corrosion-induced bond loss, and failure mode.
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页数：14
相关论文
共 52 条
[31]  
Michel A, 2012, P ICDC INT C DUR CON
[32]  
Michel A., 2013, Ph.D. thesis
[33]   Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materials: Experimental investigations and numerical simulations [J].
Michel, Alexander ;
Pease, Brad J. ;
Peterova, Adela ;
Geiker, Mette R. ;
Stang, Henrik ;
Thybo, Anna Emilie A. .
CEMENT & CONCRETE COMPOSITES, 2014, 47 :75-86
[34]   Indoor accelerated corrosion test and marine field test of corrosion-resistant low-alloy steel rebars [J].
Liu M. ;
Cheng X. ;
Li X. ;
Hu J. ;
Pan Y. ;
Jin Z. .
Case Studies in Construction Materials, 2016, 5 :87-99
[35]   COVER CRACKING AS A FUNCTION OF REBAR CORROSION .2. NUMERICAL-MODEL [J].
MOLINA, FJ ;
ALONSO, C ;
ANDRADE, C .
MATERIALS AND STRUCTURES, 1993, 26 (163) :532-548
[36]   Mechanical properties of an iron oxide formed by corrosion in reinforced concrete structures [J].
Ouglova, A. ;
Berthaud, Y. ;
Francois, M. ;
Foct, F. .
CORROSION SCIENCE, 2006, 48 (12) :3988-4000
[37]   The influence of defects at the steel/concrete interface for chloride-induced pitting corrosion of naturally-deteriorated 20-years-old specimens studied through X-ray Computed Tomography [J].
Rossi, Emanuele ;
Polder, Rob ;
Copuroglu, Oguzhan ;
Nijland, Timo ;
Savija, Branko .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 235
[38]   Cracking of the concrete cover due to reinforcement corrosion: A two-dimensional lattice model study [J].
Savija, Branko ;
Lukovic, Mladena ;
Pacheco, Jose ;
Schlangen, Erik .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 :626-638
[39]   Influence of defects at the steel-mortar interface on the corrosion behavior of steel [J].
Shi, Jinjie ;
Ming, Jing .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 136 :118-125
[40]   Experimental and numerical study of accelerated corrosion of steel reinforcement in concrete: Transport of corrosion products [J].
Sola, E. ;
Ozbolt, J. ;
Balabanic, G. ;
Mir, Z. M. .
CEMENT AND CONCRETE RESEARCH, 2019, 120 :119-131
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