论文著作 |
1 Li, Y. L., Wu, W. P., Chu X. H., and Zou, W. L.*. (2020): Effects of stress paths on triaxial compression mechanical properties of QH-E lunar soil simulant by DEM simulation. Granular matter, 22: 32-43. 2 Li, Y. L., Zou, W. L.*, Wu, W. P., Chen, L, and Chu X. H. (2018): Triaxial compression tests of QH-E lunar soil simulant under constant mean principal stress path using discrete element method simulations. Granular matter, 20: 79-91. 3 Li, Y. L., Zou, W. L.*., Wu, W. P., and Chen, L. (2018): Discrete element modeling of strength properties and failure modes of QH-E lunar soil simulant at low confining stresses. Civil Engineering Journal, 2: 211-226. 4 Li, Y. L., Wu, W. P., Li, N. L., and Qi, Y. (2015): Cohesive zone representation of crack and void growth in single crystal nickel via molecular dynamics simulation. Computational Materials Science, 104: 212-218. 5 Zou, W. L., Li, Y. L.*, Chen L, Zhang J F, Wang X Q. Mechanical Properties of QH-E Lunar Soil Stimulant at Low Confining Stresses. Journal of Aerospace Engineering, 2016, 29(2): 04015036. 6 Li, Y. L., Wu, W. P., and Ruan, Z. G. (2016): Molecular dynamics simulation of the evolution of interfacial dislocation network and stress distribution of a Ni-based single-crystal superalloy. Acta Mechanic Sinica, 29(7):689-696. 7 Wu, W. P., Li, S. Y. and Li, Y. L.* (2019): An anisotropic elastic-plastic model for predicting the rafting behavior in Ni-based single crystal superalloys. Mechanics of Materials, 132: 9-17. 8 Li, S. Y., Wu, W. P., Li, Y. L., and Chen, M. X. (2017): An anisotropic micromechanical model for calculation of effective elastic moduli of Ni-based single crystal superalloys. Science China-Technological Sciences, 60:452-458. 9 Wu, W. P., Li, Y.L., and Sun, X.Y. (2015): Molecular dynamics simulation-based cohesive zone representation of fatigue crack growth in a single crystal nickel. Computational Materials Science, 109: 66-75. 10 Zou, W. L., Zhang, J. F., Li, Y. L., Vanapalli, S. K., and Tu, H. Y. (2016): Comparisons between the measured and predicted resilient modulus of subgrade Red clay using a SWCC based model. AP-UNSAT, Unsaturated soil mechanics –from theory to practice, 743-748. 11 Li, Y. L., Zou, W. L.*, Wu, W. P., and Chu X. H. (2019): Discrete element modelling of triaxial compression test of QH-E lunar soil simulant under hydrostatic compression. International Journal of Engineering and Technology, 11(3): 208-211. 12 李云丽. 基于离散元的模拟月壤粘聚力模型及其力学性能计算系统V1.0，国家版权局，版权登记号：2019SR1385129. |
