| 1. | Study on pillar ' s plastic zone based on elasto - visco - plastic theory
煤柱塑性区的弹粘塑性理论分析 |
| 2. | 3d elasto - visco - plastic hierarchical block element method for rock mass
岩体的三维弹粘塑性阶谱块体单元法 |
| 3. | Crack propagation in polycrystalline elastic - viscoplastic materials using cohesive zone models
模拟弹粘塑性多晶体的裂纹扩展 |
| 4. | A viscoelastic - viscoplastic - damage constitutive model considering damage and creep of soft soil is presented
摘要提出了一种考虑软土损伤和流变性质的粘弹粘塑性损伤模型。 |
| 5. | Therefore , the quasi - static solutions can be recovered from the extreme of dynamic solutions when the mach number goes to zero for the elastic - viscoplastic constitutive model employed in this paper
因此，对于本文所采用的弹粘塑性本构模型，动态解在马赫数趋于零时的极限情况能够还原为准静态解。 |
| 6. | Deformation of preloaded soft ground was calculated with the yin ' s double yield surface model , the viscoelastic - viscoplastic model and the viscoelastic - viscoplastic damage model respectively
结合堆载预压加固软基实例，分别采用殷宗泽双屈服面模型、粘弹粘塑性和粘弹粘塑性损伤模型进行有限元分析。 |
| 7. | Abstract : based on destructible feature of plastically drawing unsteadiness of pressure vessel , this paper calculated elastical / viscoplastical drawing unsteadiness of pressure vessel made of revolving shells
文摘:依据压力容器拉伸塑性失稳破坏特征，计算了旋转薄壁壳压力容器在弹粘塑性材料下的塑性失稳破坏。 |
| 8. | It ' s shown that the simulation results with viscoelastic - viscoplastic - damage model are closer to the in - situ measured data , so both damage and creep of soft soil must be considered in engineering analysis
结果表明，用粘弹粘塑性损伤模型计算的结果与实测值比较接近，说明在工程分析中同时考虑软土流变和损伤是必要的。 |
| 9. | Taken the viscosity into account in this paper , a rather simple but practicable elastic - viscoplastic model to describe the stress - strain relation of the material at the crack - tip of antiplane mode iii crack
本文在考虑扩展裂纹尖端材料的粘性效应下，采用一种比较简单然而实用的弹粘塑性模型来描述反平面型动态扩展裂纹尖端场附近材料的应力应变关系。 |
| 10. | In this dissertation , a new one - dimensional elastic viscoplastic consolidation model is established based on the analytic result of consolidation of the structured soft clay , and by using this model , the consolidation behavior of the natural clay and disturbed clay are analyzed systematically
本文以天然土固结压缩试验研究成果为基础，建立了一个结构性土的一维弹粘塑性固结模型，并通过该模型对天然土、扰动土的固结性状进行系统、全面的分析研究。 |
