Meso-scale mixed-mode fracture modelling of reinforced concrete structures subjected to non-uniform corrosion
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Meifeng Cai | Zoe K. Shipton | Xiaofei Hu | Shangtong Yang | Chun-Qing Li | M. Cai | Xiaofei Hu | Z. Shipton | Xun Xi | Shangtong Yang | Xun Xi | Chun-qing Li
[1] Zhenjun Yang,et al. A heterogeneous cohesive model for quasi-brittle materials considering spatially varying random fracture properties , 2008 .
[2] Na Wang,et al. An experimental study on crack propagation at rock-concrete interface using digital image correlation technique , 2017 .
[3] Ch. Zhang,et al. Two-dimensional X-ray CT image based meso-scale fracture modelling of concrete , 2015 .
[4] Kapilesh Bhargava,et al. Model for cover cracking due to rebar corrosion in RC structures , 2006 .
[5] Jaime Planas,et al. An experimental and numerical study of the pattern of cracking of concrete due to steel reinforcement corrosion , 2013 .
[6] Weiliang Jin,et al. Reinforcement corrosion-induced cover cracking and its time prediction for reinforced concrete structures , 2011 .
[7] G. Rao,et al. Influence of type of aggregate and surface roughness on the interface fracture properties , 2004 .
[8] Kefei Li,et al. Analytical model for non-uniform corrosion-induced concrete cracking , 2018 .
[9] Shangtong Yang,et al. Time to surface cracking and crack width of reinforced concrete structures under corrosion of multiple rebars , 2017 .
[10] C. Q. Li,et al. Life-Cycle Modeling of Corrosion-Affected Concrete Structures: Propagation , 2003 .
[11] Robert E. Melchers,et al. Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures , 2006 .
[12] Zdenek P. Bazant,et al. PHYSICAL MODEL FOR STEEL CORROSION IN CONCRETE SEA STRUCTURES THEORY , 1979 .
[13] Z. Pan,et al. Mesoscopic simulation of steel rebar corrosion process in concrete and its damage to concrete cover , 2017, Bridge Design, Assessment and Monitoring.
[14] Dimitri V. Val,et al. Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures , 2009 .
[15] P. Camanho,et al. Numerical Simulation of Mixed-Mode Progressive Delamination in Composite Materials , 2003 .
[16] Cruz Alonso,et al. Cover cracking as a function of bar corrosion: Part I-Experimental test , 1993 .
[17] Mo Shing Cheung,et al. Modelling of interaction between corrosion-induced concrete cover crack and steel corrosion rate , 2013 .
[18] A. Neville. Properties of Concrete , 1968 .
[19] Jacek Tejchman,et al. Two-dimensional simulations of concrete fracture at aggregate level with cohesive elements based on X-ray μCT images , 2016 .
[20] Shangtong Yang,et al. Prediction of Concrete Crack Width under Combined Reinforcement Corrosion and Applied Load , 2010 .
[21] Xianglin Gu,et al. Effects of stirrup corrosion on shear behaviour of reinforced concrete beams , 2017 .
[22] Quang Thanh Nguyen,et al. Mechanical Properties of the Rust Layer Induced by Impressed Current Method in Reinforced Mortar , 2008 .
[23] Masayasu Ohtsu,et al. Mechanisms of crack propagation due to corrosion of reinforcement in concrete by AE-SiGMA and BEM , 2003 .
[24] Hikaru Nakamura,et al. Crack patterns of concrete with a single rebar subjected to non-uniform and localized corrosion , 2016 .
[25] Byung Hwan Oh,et al. Effects of non-uniform corrosion on the cracking and service life of reinforced concrete structures , 2010 .
[26] Christopher K.Y. Leung,et al. Finite element modeling of concrete cover cracking due to non-uniform steel corrosion , 2015 .
[27] Xianglin Gu,et al. Influence of aggregate surface roughness on mechanical properties of interface and concrete , 2014 .
[28] S. Caré,et al. Times to cracking in reinforced mortar beams subjected to accelerated corrosion tests , 2010 .
[29] G. Zi,et al. A 2D mechano-chemical model for the simulation of reinforcement corrosion and concrete damage , 2017 .
[30] K. F. Li,et al. Numerical determination of concrete crack width for corrosion-affected concrete structures , 2017, Computers & Structures.
[31] Lori Graham-Brady,et al. Digital image correlation analysis of interfacial debonding properties and fracture behavior in concrete , 2007 .
[32] K. F. Li,et al. Non-Uniform Corrosion-Induced Reinforced Concrete Cracking : An Analytical Approach , 2015 .
[33] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[34] Andrey P. Jivkov,et al. Computational technology for analysis of 3D meso-structure effects on damage and failure of concrete , 2016 .
[35] Z. Guan,et al. Finite element modeling of concrete cover crack propagation due to non-uniform corrosion of reinforcement , 2017 .
[36] Chun‐Qing Li,et al. A non-uniform corrosion model and meso-scale fracture modelling of concrete , 2018, Cement and Concrete Research.
[37] Khaled Soudki,et al. A model for prediction of time from corrosion initiation to corrosion cracking , 2007 .
[38] Wenlong Zhang,et al. Cohesive element approach for dynamic crack propagation: Artificial compliance and mesh dependency , 2017 .
[39] Erik Schlangen,et al. Cracking of the concrete cover due to reinforcement corrosion: A two-dimensional lattice model study , 2013 .
[40] Eduardo Bittencourt,et al. Constitutive models for cohesive zones in mixed-mode fracture of plain concrete , 2009 .
[41] Dimitri V. Val,et al. Prediction of corrosion-induced cover cracking in reinforced concrete structures , 2011 .
[42] Xiu-li Du,et al. Modeling the cracking of cover concrete due to non-uniform corrosion of reinforcement , 2014 .
[43] Takashi Kyoya,et al. An isotropic damage model based on fracture mechanics for concrete , 2016 .
[44] Yingshu Yuan,et al. Modeling corroded section configuration of steel bar in concrete structure , 2009 .
[45] J. Planas,et al. Influence of shear parameters on mixed–mode fracture of concrete , 2002 .
[46] M. Benzeggagh,et al. Mixed-mode delamination fracture toughness of unidirectional glass/epoxy composites under fatigue loading , 1997 .
[47] Nathan Tregger,et al. Modeling the effect of mesoscale randomness on concrete fracture , 2006 .