| Fatigue behavior of typical details of orthotropic steel bridges in multiaxial stress states using traction structural stress H Yang, P Wang, H Qian International Journal of Fatigue 141, 105862, 2020 | 35 | 2020 |
| An experimental investigation into fatigue behaviors of single- and double-sided U rib welds in orthotropic bridge decks H Yang, P Wang, H Qian, S Niu, P Dong International Journal of Fatigue 159 (1), 106827, 2022 | 30 | 2022 |
| Performance analysis of semi-rigid connections in prefabricated high-rise steel structures H Yang Structures 28, 837-846, 2020 | 30 | 2020 |
| Analysis of fatigue test conditions for reproducing weld toe cracking into U-rib wall in orthotropic bridge decks H Yang, P Wang, H Qian, P Dong International Journal of Fatigue 162, 106976, 2022 | 16 | 2022 |
| Fatigue performance of different rib-to-deck connections using traction structural stress method H Yang, P Wang, H Qian, P Dong Applied Sciences 10 (4), 1239, 2020 | 15 | 2020 |
| Analysis of fatigue behavior of welded joints in orthotropic bridge deck using traction structural stress H Yang, H Qian, P Wang, P Dong Advances in Mechanical Engineering 11 (11), 1687814019890217, 2019 | 14 | 2019 |
| A Study of Fatigue Crack Propagation Paths at U-Rib Welds in Orthotropic Bridge Decks using a Phased-Array Imaging Technique H Yang, P Wang, H Qian, S Niu, P Dong Theoretical and Applied Fracture Mechanics 119 (1), 103310, 2022 | 11 | 2022 |
| Mechanical performance of pre-engineered closed section beam-column connections in CFS frames: Experimental investigation H Yang, H Wang, H Qian, X Jin, D Chen, Y He, Q Li, F Fan Structures 39, 164-174, 2022 | 10 | 2022 |
| Fatigue property of U rib-crossbeam-deck connections in OBD under combined loading of bending and torsion H Yang, P Wang, H Qian Theoretical and applied fracture mechanics 112, 102889, 2021 | 9 | 2021 |
| Fatigue property analysis of U rib-to-crossbeam connections under heavy traffic vehicle load considering in-plane shear stress H Yang, H Qian, P Wang Steel and Composite Structures, An International Journal 38 (3), 271-280, 2021 | 9 | 2021 |
| Modeling of fatigue failure mode in U‐rib to deck joints in orthotropic bridge structures H Yang, P Wang, H Qian, P Dong Fatigue & Fracture of Engineering Materials & Structures 45 (9), 2721-2733, 2022 | 7 | 2022 |
| Fatigue behavior of square tube-to-plate welded joints in bogie frames: Experimental study and traction structural stress modeling H Yang, P Wang, H Qian, P Dong International Journal of Fatigue 165, 107216, 2022 | 5 | 2022 |
| Static experimental analysis and optimization of innovative pre-engineered tubular section beam-column connections in cold-form steel frames H Wang, H Yang, H Qian, D Chen, X Jin, F Fan Journal of Building Engineering 48, 103989, 2022 | 5 | 2022 |
| A criterion for fatigue failure mode evaluation of U-rib to deck joints H Yang, P Wang, S Niu, P Dong Journal of Materials Research and Technology 21, 2428-2444, 2022 | 3 | 2022 |
| Multiaxial fatigue behaviors of open-rib to crossbeam joints in orthotropic bridge structures H Yang, H Qian, P Wang, P Dong, F Berto Steel and Composite Structures 42 (6), 843-853, 2022 | 2 | 2022 |
| Fatigue Property of Welded T-Shaped Joints Using the Structural Stress Method HB Yang, P Wang, HL Qian Materials Science Forum 1047, 68-73, 2021 | 1 | 2021 |
| Analysis of Fatigue Performance of U-Rib to Deck Connections in Orthotropic Steel Bridge Structures H Yang, P Wang, H Qian MATEC Web of Conferences 319, 07001, 2020 | | 2020 |
Pingsha DongProfessor, Naval Architecture and Marine Engineering, University of Michigan在 umich.edu 的电子邮件经过验证
