| A nonlinear dynamic uniaxial strength criterion that considers the ultimate dynamic strength of concrete D Lu, G Wang, X Du, Y Wang International Journal of Impact Engineering 103, 124-137, 2017 | 119 | 2017 |
| A three-dimensional elastoplastic constitutive model for concrete D Lu, X Du, G Wang, A Zhou, A Li Computers & Structures 163, 41-55, 2016 | 76 | 2016 |
| A 3D fractional elastoplastic constitutive model for concrete material D Lu, X Zhou, X Du, G Wang International Journal of Solids and Structures 165, 160-175, 2019 | 73 | 2019 |
| A 3D non-orthogonal plastic damage model for concrete X Zhou, D Lu, X Du, G Wang, F Meng Computer Methods in Applied Mechanics and Engineering 360, 112716, 2020 | 48 | 2020 |
| A true 3D frictional hardening elastoplastic constitutive model of concrete based on a unified hardening/softening function G Wang, D Lu, X Du, X Zhou, S Cao Journal of the Mechanics and Physics of Solids 119, 250-273, 2018 | 39 | 2018 |
| Experimental study of residual strength and the index of shear strength characteristics of clay soil C Xu, X Wang, X Lu, F Dai, S Jiao Engineering Geology 233, 183-190, 2018 | 37 | 2018 |
| A rate-and pressure-dependent damage-plasticity constitutive model for rock L Yang, G Wang, GF Zhao, L Shen International Journal of Rock Mechanics and Mining Sciences 133, 104394, 2020 | 30 | 2020 |
| A novel transversely isotropic strength criterion for soils based on a mobilised plane approach DC Lu, JY Liang, XL Du, GS Wang, T Shire Géotechnique 69 (3), 234-250, 2019 | 25 | 2019 |
| Double scalar variables plastic-damage model for concrete D Lu, F Meng, X Zhou, G Wang, X Du Journal of Engineering Mechanics 148 (2), 04021143, 2022 | 18 | 2022 |
| Three-dimensional strength criterion for transverse isotropic geomaterials D LU, J LIANG, G WANG, X DU Chinese Journal of Geotechnical Engineering 40 (1), 54-63, 2018 | 16 | 2018 |
| Dynamic multiaxial strength criterion for concrete developed based on the s criteiron W Guosheng, L Dechun, D Xiuli, L Meng 力学学报 48 (3), 636-653, 2016 | 16 | 2016 |
| 3D dynamic elastoplastic constitutive model of concrete within the framework of rate-dependent consistency condition D Lu, X Zhou, X Du, G Wang Journal of Engineering Mechanics 146 (11), 04020124, 2020 | 15 | 2020 |
| A stress-path-independent damage variable for concrete under multiaxial stress conditions G Wang, D Lu, X Zhou, Y Wu, X Du, Y Xiao International Journal of Solids and Structures 206, 59-74, 2020 | 14 | 2020 |
| A cohesion-friction combined hardening plastic model of concrete with the nonorthogonal flow rule: Theory and numerical implementation D Lu, C Su, X Zhou, G Wang, X Du Construction and Building Materials 325, 126586, 2022 | 13 | 2022 |
| An implicit stress update algorithm for the plastic nonlocal damage model of concrete C Su, D Lu, X Zhou, G Wang, X Zhuang, X Du Computer Methods in Applied Mechanics and Engineering 414, 116189, 2023 | 11 | 2023 |
| Dynamic multiaxial strength criterion for concrete based on strain rate-dependent strength parameters G Wang, D Lu, X Du, X Zhou J. Eng. Mech 144 (5), 4018018, 2018 | 11 | 2018 |
| Study on strain rate effect and strength criterion of concrete under static-dynamic coupled loading L Dechun, L Meng, W Guosheng, D Xiuli Chinese Journal of Theoretical and Applied Mechanics 49 (4), 940-952, 2017 | 10 | 2017 |
| Reply to the comments on “A nonlinear dynamic uniaxial strength criterion that considers the ultimate dynamic strength of concrete by Dechun Lu, Guosheng Wang, Xiuli Du, Yang … GW D Lu International Journal of Impact Engineering 103, 582-583, 2017 | 10* | 2017 |
| Viscoelastic peridynamic fracture analysis for concrete beam with initial crack under impact D Lu, Z Song, G Wang, X Du Theoretical and Applied Fracture Mechanics 124, 103757, 2023 | 8 | 2023 |
| Experimental study on residual strength and index of shear strength characteristics of different clay soils C XU, X WANG, X DU, F DAI, G WANG, Y GAO Chinese Journal of Geotechnical Engineering 39 (3), 436-443, 2017 | 8 | 2017 |
Xin ZhouTsinghua University在 tsinghua.edu.cn 的电子邮件经过验证
