| 1. | Generalized plastic mechanics and its application
广义塑性力学及其运用 |
| 2. | Theory of generalized plastic mechanics
广义塑性力学理论 |
| 3. | Eigen theory of generalized plastic mechanics for anisotropic solids
各向异性广义塑性力学的规范空间理论 |
| 4. | The generalized plastic mechanics is not adaptable to explain the geo - tech strain localization
摘要广义塑性力学不适宜于解释岩土应变局部化现象。 |
| 5. | The contact deformation at transient engaging point is derived from deeply analyzing geometric property and kinematics relationship between the two action flanks by use of engagement principle , differential geometry , elastic and plastic mechanics , etc
运用啮合原理、微分几何和弹塑性力学等基础知识，对齿面间的几何性质和运动关系进行深入细致的分析研究，计算各瞬态啮合点的接触变形。 |
| 6. | Abstract : by the using of the theory of plastic mechanics , a calculated formula of ultimate strength of shearing stress is obtained for metallic materials with torsion of circular shaft , and the experimental results about low - carbon steel are given
文摘:利用塑性力学基本理论,建立了具有塑性屈服及强化特性金属材料圆轴扭转的剪应力强度极限的计算公式,并给出了低碳钢剪应力强度极限的处理结果 |
| 7. | Based on the discussion , this paper expatiated the essential principle of the plastic mechanics in rocks include the material yield criterion , loading - unloading criterion , plastic potential theory , hardening rules , and application in geotechnical engineering
随后在这一部分中阐述了岩土塑性力学的基本原理，包括岩土类材料的屈服准则、加卸载准则、塑性势理论、以及加载硬化规律等原理及其在岩土工程中的应用。 |
| 8. | Displacement formula for composite foundation of composite piles is derived by considering the coaction of foundation soil , broken stone pile , cfg pile and bedding cushion and by applying the theory of elastic - plastic mechanics , which is proper for superstructure being constructed
运用弹塑性力学知识，同时考虑地基土、碎石桩、 cfg桩和垫层四者的相互作用，推导出了比较切合实际的上部结构动工后组合桩复合地基的沉降计算公式。 |
| 9. | Abstract : in this paper , the stress field in a concave plank being upset is resolved by analytic mathematical method of plastic mechanics , the relation between the geometric parameter ( dimension ratio , concave shape ) and friction shearing stress is determined for upsetting a plank free of tension stress
文摘:本文用塑性力学初等解析法求解了凹形板坯镦粗时的应力场，确定了无拉应力镦粗时坯料几何参数(尺寸比、凹形形状)与坯料端面摩擦剪应力的关系。 |
| 10. | However , due to the complexity of soil , the models that based on the traditional plastic mechanics have still much limitation when used to express the soil mechanical behavior , and it ' s very disordered that how many yield surface should be select and how to select flow principle
但是由于土体材料的复杂性，目前基于传统塑性位势理论提出的本构模型在反映土体的力学特性上还存在很大的局限性，且在选用屈服面的数目及如何选用流动法则上也出现了理论上的混乱。 |
