论 文 著 作 | 近年发表的代表性论文：（* Corresponding author） [1] Li Y L, Yang Z R, Wu W P. Analysis of impact dynamic properties of lunar water ice simulant based on FDM-DEM coupling method. Advanced Powder Technology, 2024, 35:104417. [2] Li Y L, Yang Z R, Wu W P. DEM analysis of the dynamic characteristics of QH-E lunar soil simulant under cyclic triaxial tests. Acta Astronautica, 2024, 219: 329-339. [3] Li Y L, Wu W P, Soup D, Eckert J. Effects of void shape and location on the fracture and plastic deformation of Cu (crystalline) /Cu64Zr36 (amorphous) composites. Journal of Materials Research and Technology, 2023, 24: 4177-4189. [4] Chen B, Li Y L, Soup D, Eckert J., Wu W P. Molecular dynamics study of shock-induced deformation phenomena and spallation failure in Ni-based single crystal superalloys. International Journal of Plasticity, 2023, 162:103539. [5] Wu W P, Ding Z J, Li Y L*, Yu C, Kang G. Molecular dynamics simulation of thermomechanical fatigue properties of Ni-based single crystal superalloys. International Journal of Fatigue, 2023, 173: 107667. [6] Li Y L, Wu W P, Chu X H, Zou W L. Effects of stress paths on triaxial compression mechanical properties of QH-E lunar soil simulant by DEM simulation. Granular Matter, 2020, 22: 32-43. [7] Li Y L, Zou W L, Wu W P, Chen L, Chu X H. Triaxial compression tests of QH-E lunar soil simulant under constant mean principal stress path using discrete element method simulations. Granular Matter, 2018, 20: 79-91. [8] Li Y L, Zou W L, Wu W P, Chen L. Discrete element modeling of strength properties and failure modes of QH-E lunar soil simulant at low confining stresses. Civil Engineering Journal, 2018, 2: 211-226. [9] Li Y L, Wu W P, Li N L, Qi Y. Cohesive zone representation of crack and void growth in single crystal nickel via molecular dynamics simulation. Computational Materials Science, 2016, 104: 212-218. [10] Wu W P, Li S Y, Li Y L*. An anisotropic elastic-plastic model for predicting the rafting behavior in Ni-based single crystal superalloys. Mechanics of Materials, 2019, 132:9-17. |
