| Experimental investigation of corrosion effect on bond behavior between reinforcing bar and concrete Y Ma, Z Guo, L Wang, J Zhang Construction and Building Materials 152, 240-249, 2017 | 186 | 2017 |
| Probabilistic prediction with Bayesian updating for strength degradation of RC bridge beams Y Ma, J Zhang, L Wang, Y Liu Structural Safety 44, 102-109, 2013 | 156 | 2013 |
| Probabilistic life prediction for reinforced concrete structures subjected to seasonal corrosion-fatigue damage Y Ma, Z Guo, L Wang, J Zhang Journal of Structural Engineering 146 (7), 04020117, 2020 | 149 | 2020 |
| Concrete cracking prediction under combined prestress and strand corrosion L Wang, L Dai, H Bian, Y Ma, J Zhang Structure and Infrastructure Engineering 15 (3), 285-295, 2019 | 125 | 2019 |
| Fatigue life prediction for aging RC beams considering corrosive environments Y Ma, Y Xiang, L Wang, J Zhang, Y Liu Engineering Structures 79, 211-221, 2014 | 106 | 2014 |
| Effect of insufficient grouting and strand corrosion on flexural behavior of PC beams L Wang, X Zhang, J Zhang, Y Ma, Y Xiang, Y Liu Construction and Building Materials 53, 213-224, 2014 | 76 | 2014 |
| Effects of stirrup and inclined bar corrosion on shear behavior of RC beams L Wang, X Zhang, J Zhang, Y Ma, Y Liu construction and Building materials 98, 537-546, 2015 | 74 | 2015 |
| Bridge remaining strength prediction integrated with Bayesian network and in situ load testing Y Ma, L Wang, J Zhang, Y Xiang, Y Liu Journal of Bridge Engineering 19 (10), 04014037, 2014 | 71 | 2014 |
| Comparative assessment of mechanical properties of HPS between electrochemical corrosion and spray corrosion L Xiao, J Peng, J Zhang, Y Ma, CS Cai Construction and Building Materials 237, 117735, 2020 | 70 | 2020 |
| Corrosion fatigue crack propagation mechanism of high-strength steel bar in various environments Z Guo, Y Ma, L Wang, J Zhang, IE Harik Journal of Materials in Civil Engineering 32 (6), 04020115, 2020 | 62 | 2020 |
| Hybrid uncertainty quantification for probabilistic corrosion damage prediction for aging RC bridges Y Ma, L Wang, J Zhang, Y Xiang, T Peng, Y Liu Journal of Materials in Civil Engineering 27 (4), 04014152, 2015 | 54 | 2015 |
| Flexural behavior of bonded post-tensioned concrete beams under strand corrosion X Zhang, L Wang, J Zhang, Y Ma, Y Liu Nuclear Engineering and Design 313, 414-424, 2017 | 46 | 2017 |
| Flexural experiment and stiffness investigation of reinforced concrete beam under chloride penetration and sustained loading Y Liu, N Jiang, Y Deng, Y Ma, H Zhang, M Li Construction and Building Materials 117, 302-310, 2016 | 42 | 2016 |
| Experimental and modelling of the flexural performance degradation of corroded RC beams under fatigue load Y Ma, G Wang, X Su, L Wang, J Zhang Construction and Building Materials 191, 994-1003, 2018 | 41 | 2018 |
| Corrosion fatigue crack growth prediction of bridge suspender wires using Bayesian gaussian process Y Ma, Y He, G Wang, L Wang, J Zhang, D Lee International Journal of Fatigue 168, 107377, 2023 | 38 | 2023 |
| Critical region method-based fatigue life prediction of notched steel wires of long-span bridges Y Ma, G Wang, Z Guo, L Wang, T Jiang, J Zhang Construction and Building Materials 225, 601-610, 2019 | 38 | 2019 |
| Modelling guidelines for corrosion-fatigue life prediction of concrete bridges: Considering corrosion pit as a notch or crack Z Guo, Y Ma, L Wang, J Zhang Engineering Failure Analysis 105, 883-895, 2019 | 37 | 2019 |
| Crack propagation-based fatigue life prediction of corroded RC beams considering bond degradation Z Guo, Y Ma, L Wang, X Zhang, J Zhang, C Hutchinson, IE Harik Journal of Bridge Engineering 25 (8), 04020048, 2020 | 34 | 2020 |
| Experimental study and residual fatigue life assessment of corroded high-tensile steel wires using 3D scanning technology G Wang, Y Ma, L Wang, J Zhang Engineering Failure Analysis 124, 105335, 2021 | 31 | 2021 |
| Evaluating probabilistic traffic load effects on large bridges using long-term traffic monitoring data N Lu, Y Ma, Y Liu Sensors 19 (22), 5056, 2019 | 30 | 2019 |
Yongming LiuArizona State UniversityEmail confirmado em asu.edu
