Mesoscopic investigation on seismic performance of corroded reinforced concrete columns
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L. Jin | X. Du | Renbo Zhang | Yanxi Li
[1] Xiu-li Du,et al. Effect of Initial Static Load and Dynamic Load on Concrete Dynamic Compressive Failure , 2020 .
[2] Aiqun Li,et al. Resilience-based retrofitting of existing urban RC-frame buildings using seismic isolation , 2020, Earthquake Engineering and Engineering Vibration.
[3] You Dong,et al. Seismic resilience of retrofitted RC buildings , 2020, Earthquake Engineering and Engineering Vibration.
[4] Xiu-li Du,et al. Cracking of cover concrete due to non-uniform corrosion of corner rebar: A 3D meso-scale study , 2020, Construction and Building Materials.
[5] Lucas Figueiredo Grilo,et al. Finite element model for bolted shear connectors in concrete-filled steel tubular columns , 2020 .
[6] Mahmoud E. Said,et al. Structural behavior of two-way slabs with large corroded area , 2019, Engineering Structures.
[7] Xiu-li Du,et al. Size effect of axial-loaded concrete-filled steel tubular columns with different confinement coefficients , 2019, Engineering Structures.
[8] Xiu-li Du,et al. A combined experimental and numerical analysis on the seismic behavior of short reinforced concrete columns with different structural sizes and axial compression ratios , 2018 .
[9] U. Sharma,et al. Corroded reinforced concrete columns under simulated seismic loading , 2018, Engineering Structures.
[10] Yin Shi-Ping,et al. Study on the compression performance of small eccentric degradation columns strengthened with TRC in a chloride environment , 2018, Construction and Building Materials.
[11] Haiyang Li,et al. Structural strength deterioration of coastal bridge piers considering non-uniform corrosion in marine environments , 2018, Earthquake Engineering and Engineering Vibration.
[12] Hui Li,et al. Seismic behavior of low-corroded reinforced concrete short columns in an over 20-year building structure , 2018 .
[13] Dario Coronelli,et al. Engineering bond model for corroded reinforcement , 2018 .
[14] Cheng Jiang,et al. Degradation of steel-to-concrete bond due to corrosion , 2018 .
[15] Meng Zheng,et al. The cost of corrosion in China , 2017, npj Materials Degradation.
[16] Zila Rinaldi,et al. Numerical cyclic behaviour of un-corroded and corroded RC columns reinforced with HPFRC jacket , 2017 .
[17] Huaifa Ma,et al. Random aggregate model for mesoscopic structures and mechanical analysis of fully-graded concrete , 2016 .
[18] Xi Chen,et al. Experimental research on hysteretic behaviors of corroded reinforced concrete columns with different maximum amounts of corrosion of rebar , 2016 .
[19] Dawei Zhang,et al. Axial loading capacity of concrete‐jacketed RC columns with pre‐ and post‐corrosion damage , 2016 .
[20] Bing Li,et al. Prediction of strength and drift capacity of corroded reinforced concrete columns , 2016 .
[21] Deric J. Oehlers,et al. Deterioration of bond–slip due to corrosion of steel reinforcement in reinforced concrete , 2016 .
[22] Weiliang Jin,et al. Performance of Corroded Reinforced Concrete Columns under the Action of Eccentric Loads , 2016 .
[23] Hui Li,et al. Experimental investigation on the cyclic performance of reinforced concrete piers with chloride-induced corrosion in marine environment , 2015 .
[24] Yunping Xi,et al. Mesoscale model for thermal conductivity of concrete , 2015 .
[25] K. Balaji Rao,et al. Seismic damage estimation of reinforced concrete framed structures affected by chloride-induced corrosion , 2015 .
[26] Q. Ren,et al. Mesoscopic numerical simulation of effective thermal conductivity of tensile cracked concrete , 2015 .
[27] Xiu-li Du,et al. Modeling the cracking of cover concrete due to non-uniform corrosion of reinforcement , 2014 .
[28] Zila Rinaldi,et al. Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns , 2014 .
[29] Xiu-li Du,et al. Meso-scale numerical investigation on cracking of cover concrete induced by corrosion of reinforcing steel , 2014 .
[30] İsa Yüksel,et al. Earthquake response of reinforced concrete frame structures subjected to rebar corrosion , 2013 .
[31] Erik Schlangen,et al. Cracking of the concrete cover due to reinforcement corrosion: A two-dimensional lattice model study , 2013 .
[32] W. Jin,et al. Mechanical performance of corroded steel bars in concrete , 2013 .
[33] Surendra P. Shah,et al. Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation , 2013 .
[34] Nicholas A Alexander,et al. Nonlinear stress–strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling , 2013 .
[35] Donatello Cardone,et al. Experimental and numerical studies on the cyclic behavior ofR/C hollow bridge piers with corroded rebars , 2013 .
[36] Jamie E. Padgett,et al. Impact of multiple component deterioration and exposure conditions on seismic vulnerability of concrete bridges , 2012 .
[37] Jinxin Gong,et al. Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading , 2012 .
[38] Per Kettil,et al. Analysis of Mechanical Behavior of Corroded Reinforced Concrete Structures , 2011 .
[39] Sun-Myung Kim,et al. Meso-scale computational modeling of the plastic-damage response of cementitious composites , 2011 .
[40] Jin Nan-guo. Study on corrosion mechanism of steel bars in concrete and mechanical performance of corroded steel bars , 2010 .
[41] Jinxin Gong,et al. Seismic behavior of corrosion-damaged reinforced concrete columns strengthened using combined carbon fiber-reinforced polymer and steel jacket , 2009 .
[42] Tamer El Maaddawy,et al. Post-repair performance of eccentrically loaded RC columns wrapped with CFRP composites , 2008 .
[43] Terje Haukaas,et al. Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion , 2008, Reliab. Eng. Syst. Saf..
[44] P. Wriggers,et al. Mesoscale models for concrete: homogenisation and damage behaviour , 2006 .
[45] S. Sheikh,et al. Seismic Resistance of Square Concrete Columns Retrofitted with Glass Fiber-Reinforced Polymer , 2005 .
[46] Andrew Chan,et al. Residual capacity of corroded reinforcing bars , 2005 .
[47] Dario Coronelli,et al. Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines , 2004 .
[48] Chen Zhaoyua,et al. DURABILITY DESIGN OF CONCRETE STRUCTURES , 2003 .
[49] Koichi Maekawa,et al. Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling , 2002 .
[50] Jeeho Lee,et al. Plastic-Damage Model for Cyclic Loading of Concrete Structures , 1998 .
[51] Giorgio Monti,et al. Nonlinear Cyclic Behavior of Reinforcing Bars Including Buckling , 1992 .
[52] Edward J. Garboczi,et al. Digital simulation of the aggregate–cement paste interfacial zone in concrete , 1991 .
[53] M. Tabbara,et al. RANDOM PARTICLE MODEL FOR FRACTURE OF AGGREGATE OR FIBER COMPOSITES , 1990 .