English translation for "elastic-plastic model"
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- 弹塑性模型
Related Translations:
- Example Sentences:
| 1. | The stress and strain of rockfill happens under the twice action of dilation and breakge . based on elastic - plastic model , and considered some relationship between volumetric rheology , shearing . rheology and
因而，堆石流变计算模型应以弹塑性模型为基础，并考虑剪切流变与体积流变与时间适当的变化关系。 | | 2. | 7 . by comparing numerical analysis methods , a common analytical programme has been worked out with elastic - plastic model and finite elements method to analyzing reinforced earth retaining structure under the dynamic loads of train
7 、通过对常用的数值计算方法进行分析对比；运用加筋土弹塑性本构模型和有限元计算方法，编制出了铁路加筋土挡上结构在动荷载作用下的通用数值计算程序。 | | 3. | To the same calculation model , adopt homogeneous elastic - plastic model and inhomogeneous elastic damage model separately , the results of calculation under two kinds of situations are compared , the impact of material inhomogeity on stability is analyzed
对同一计算模型，分别采用均质的弹塑性本构模型和非均质的弹性损伤本构模型，对比两种情况下的计算结果，分析了材料非均匀性对稳定性的影响。 | | 4. | The results indicate that stress - strain curves with different water contents , consolidation stresses and stress paths are evidently dissimilar , which are correspondingly described with softening elastic - plastic model , ideal elastic - plastic model and hyperbolic elastic model
研究表明，原状黄土含水量不同、固结围压不同、应力路径不同、应力应变曲线亦显著不同，可以由软化弹塑性模型、理想弹塑性模型或双曲线弹性模型描述。 | | 5. | This paper introduces all kinds of calculation methods of settlement and the popular research theory at present , expresses the rheology theory and its developing trend in detail . based on the rheology theory , the theory of linear - visco - elastic - plastic model is put forward to forecast the long term creep settlement of soft soil in the metallurgy industrial region at the backward position of haihe river in tianjin
本文详细介绍了国内外关于沉降计算的研究现状，以及当今流行的研究理论，着重介绍了流变理论的研究现状及其发展趋势，并在此基础上提出了用线性粘弹塑性模型理论来预测天津市海河下游冶金工业区软土长期蠕变。 | | 6. | Lagrange wave speed in the release process was computed from the measurement , and result shows a good agreement with the data in literature . furthermore from the lagrange wave speed , the stress - strain relationship in the release process was calculated using the impedance match solution . comparison of the stress - strain with the fluid elastic - plastic model indicates that ofhc copper exhibits a clear work - harden behavior during the release
根据界面粒子速度剖面，计算得到了卸载过程中lagrange声速随界面粒子速度变化的关系，所得结果与文献给出的数据符合很好；其次，利用阻抗匹配近似，计算分析了无氧铜卸载过程的应力-应变关系，并与流体弹塑性模型进行了比较，结果表明：无氧铜的卸载过程存在明显的应变硬化效应。 | | 7. | On the base of least squares , using measured data and some optimization methods , both bdm and sfm can get the simulation of stress field and directly provide initial stress state for subsequent stability analysis of slope . bdm can overcome the shortcoming of excess assumption resultiag from other simulation methods , and be widely used in elastic - plastic model . 4
这两种方法是利用现有的实测数据，基于最小二乘法制定目标函数，采用一定的优化算法，结合有限元分析程序，得到岩体初始地应力场，并直接为后续的边坡稳定性分析提供初始应力状态。 | | 8. | Numerical simulation also conf irm this analysis that the fluid elastic - plastic model can approximately describe the shock compression and release process of ofhc copper in the teens gpa range , but for precise description , especially in the initial release stage , more detail constitutive model is needed
数值计算结果也支持了这种分析：在十几个gpa的压力范围，无氧铜的冲击加载-卸载过程近似满足流体弹塑性模型，但在精确描述，尤其对初始卸载阶段的描述上，仍需要更准确的本构方程和物理模型。 | | 9. | On the basis of m - method for laterally loaded piles , elastic - plastic model of p - y curve and nonlinear model of nl are proposed in this paper to analyze the characteristic of bearing capacity of laterally loaded piles by finite difference . at the same time , the vertical bearing capacity of the piles are also checked . finally , an analysis software for laterally loaded piles is developed on visual c + + platform
本文根据横向承载桩基础的计算分析理论，在以基于线性模型的m法作为基本分析方法和常用设计理论的基础上，引入p - y曲线的弹塑性模型和nl的非线性模型，通过有限差分的方法进行桩基础的横向承载力特性分析，并进行桩的竖向承载力验算，最后在visualc + + 6的开发平台上研制了横向桩基础计算分析应用软件。 | | 10. | I . e . , the effect of linear and nonlinear analysis , the gradient of pile , the length of pile stick - up , and the horizontal force on the stability of pile stick - up were studied in details . 2 . based on the difference of deformation and failure mechanism for pile side soil and pile toe soil , soil mechanics theory , and results of laboratory experiments and field tests , hyperbolic model and ideal elastic - plastic model were proposed to describe the behavior of the soil adjacent to the pile shaft and the soil at the pile toe , respectively
2 .根据土的非线性和非弹性特性以及室内与现场试验结果，而且基于桩侧土体与桩端土体在竖向荷载作用情况下的变形和破坏机理不同，提出应采用不同土体模型分别模拟桩侧、桩端土体在打桩过程中所发挥的静阻力，即：建立了桩侧土体双曲线模型，并推导了桩端土体理想弹塑性模型。 |
- Similar Words：
- "elastic-plastic interface" English translation, "elastic-plastic material" English translation, "elastic-plastic matrix" English translation, "elastic-plastic mechanics" English translation, "elastic-plastic medium" English translation, "elastic-plastic range" English translation, "elastic-plastic response" English translation, "elastic-plastic solid" English translation, "elastic-plastic torsion" English translation, "elastic-plastic wave" English translation
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