| 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 | 143 | 2019 |
| Prestress loss diagnostics in pretensioned concrete structures with corrosive cracking L Dai, H Bian, L Wang, M Potier-Ferry, J Zhang Journal of Structural Engineering 146 (3), 04020013, 2020 | 126 | 2020 |
| A global model for corrosion-induced cracking in prestressed concrete structures L Dai, L Wang, J Zhang, X Zhang Engineering Failure Analysis 62, 263-275, 2016 | 74 | 2016 |
| Monitoring of corrosion-induced degradation in prestressed concrete structure using embedded piezoceramic-based transducers T Jiang, Q Kong, Z Peng, L Wang, L Dai, Q Feng, L Huo, G Song IEEE Sensors Journal 17 (18), 5823-5830, 2017 | 47 | 2017 |
| Corrosion morphology and mechanical behavior of corroded prestressing strands L Wang, T Li, L Dai, W Chen, K Huang Journal of Advanced Concrete Technology 18 (10), 545-557, 2020 | 40 | 2020 |
| Failure analysis of corroded PC beams under flexural load considering bond degradation L Wang, X Zhang, J Zhang, L Dai, Y Liu Engineering Failure Analysis 73, 11-24, 2017 | 35 | 2017 |
| Flexural capacity prediction of corroded prestressed concrete beams incorporating bond degradation L Dai, L Wang, H Bian, J Zhang, X Zhang, Y Ma Journal of Aerospace Engineering 32 (4), 04019027, 2019 | 32 | 2019 |
| Meso-scale modeling of concrete cracking induced by 3D corrosion expansion of helical strands L Dai, D Long, L Wang Computers & Structures 254, 106615, 2021 | 25 | 2021 |
| Secondary anchorage and residual prestressing force in locally corroded PT beams after strand fracture L Dai, Y Chen, L Wang, Y Ma Construction and Building Materials 275, 122137, 2021 | 21 | 2021 |
| Structural performance degradation of cable-stayed bridges subjected to cable damage: Model test and theoretical prediction Y Ma, A Peng, L Wang, L Dai, J Zhang Structure and Infrastructure Engineering 19 (9), 1173-1189, 2023 | 19 | 2023 |
| Shear behavior of corroded post-tensioned prestressed concrete beams with full/insufficient grouting L Wang, Z Hu, J Yi, L Dai, Y Ma, X Zhang KSCE Journal of Civil Engineering 24, 1881-1892, 2020 | 14 | 2020 |
| Concrete cracking prediction including the filling proportion of strand corrosion products L Wang, L Dai, X Zhang, J Zhang Materials 10 (1), 6, 2016 | 13 | 2016 |
| Strengthening a 20-year-old post-tensioned concrete box beam with double-layer prestressed steel wire ropes L Dai, L Wang, M Deng, B Wu, RW Floyd, J Zhang Journal of Bridge Engineering 23 (11), 05018009, 2018 | 11 | 2018 |
| Sensor fault detection, localization, and reconstruction for online structural identification K Huang, KV Yuen, L Wang, T Jiang, L Dai Structural Control and Health Monitoring 29 (4), e2925, 2022 | 8 | 2022 |
| Transfer length prediction in pre-tensioned concrete beams under corrosive cracking L Dai, H Chen, L Wang, Y Ma, J Zhang Structures 30, 938-948, 2021 | 8 | 2021 |
| Second remediation of long-term deflection and cracking of PT box-girder bridge using external post-tensioning X Zhang, S Li, W Zhang, O Ikechukwu, L Dai, L Wang Journal of Performance of Constructed Facilities 34 (5), 04020090, 2020 | 8 | 2020 |
| UHPC 铺装加固斜拉桥正交异性钢桥面板 邓鸣， 张建仁， 王蕊， 闫燕红， 戴理朝， 王磊 长安大学学报: 自然科学版 38 (1), 67-74, 2018 | 6 | 2018 |
| Secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams L Dai, W Xu, L Wang, S Yi, W Chen Frontiers of Structural and Civil Engineering 16 (3), 388-400, 2022 | 5 | 2022 |
| Damage simulation and strengthening of main girder after the fire-induced fracture of stay cables during construction L Dai, Y Liu, G Liu, D Yan, M Yuan, L Wang Structures 45, 448-458, 2022 | 3 | 2022 |
| A detection method integrating modal deflection curvature difference and natural frequency for structural stiffness degradation L Wang, R Chen, L Dai, K Huang, J Zhang, C Tang Engineering Failure Analysis 141, 106637, 2022 | 3 | 2022 |
