• 采用塑性增量理论建立波纹管液压应力应变数值计算方法解决了波纹管液压胀形工艺的理论计算问题

    By plasticity increment theory, the stress strain numerical calculate methods of bellows bulge forming, solvers theory calculating problems of bellows bulge forming technology are put forward.

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  • 本文给出计算压杆塑性稳定极限承载力有限塑性系数增量应力

    The paper presents a numerical method, named the Finite Strip Plasticity Coefficient Increment Initial Stress Method, to solve the elastoplastic stability ultimate loads of steel columns.

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  • 通过增量理论塑性有限元计算对比分析了不带加载ct试样J积分之间差异

    The differences of J-integral between CT specimens with and without loading holes have been compared and analyzed by means of incremental theory elastic - plastic finite element calculations.

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  • 本文采用三维塑性增量塑性刚度有限元计算地下洞室围岩稳定

    In this paper, the elastoplastic incremental finite element method with variable plastic stiffness is used to analyse the surrounding rock stability of underground openings.

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  • 此外,还FLAC - 3d内模型深入研究塑性流动发生塑性应变增量应力增量修正

    In addition, the constitutive models included in FLAC-3D are deep into research, and the stress increments are corrected in terms of the plastic strain increment while occurrence of plasticity flow.

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  • 类似塑性流动分析方法,定义了增量弹性应力应变关系

    The incremental elastic stress-strain relation is derived. The process is similar to the analysis in plastic flow.

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  • 变分不等式出发,结合有限元建立了增量求解薄板塑性弯曲问题线性互补方程

    Finite Elemnent-Linear Complementary Equation is established for analysis of elastoplastic thin plate-bending problems based on variational inequality principle.

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  • 理论上说明塑性应变增量方向不仅应力主方向有关,还与应力增量的方向有关。

    The theoretical result shows that the direction of plastic strain increment is determined by the direction of principal stress and stress increment.

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  • 夸脱理论相结合,得到点处塑性增量应力应变关系,在角点上剪应力增量与剪应变增量单值确定的。

    Then the increment stress - strain relation of plasticity on the corner of the yielding surface is presented by the Koiter theory which is connected with the above hardening function.

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  • 结构整体载荷-位移行为的分析揭示了周期载荷作用下的两种结构响应模式1接触塑性安定;2增量破坏

    Analysis of synthesis of response presented at the end of the paper reveal two modes of structural responses: 1 contact plastic shakedown and 2 progressive failure.

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  • 规定简单拉伸两种屈服条件重合,则两者等效塑性应变增量相对偏差为15 .5 % ;

    Their relative deviation of the equivalent plasticity strain increments was 15.5%, assuming that the two conditions coincide under simple tension;

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  • 采用增量塑性刚度迭代求解非线性动力方程

    The incremental variable plastic stiffness iteration method is employed to solve dynamic equations.

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  • 利用有限元方法模拟韧性断裂准则可以应用完全耦合塑性损伤模型增量方法中,可以应用到一步有限元算法中。

    When adopting FEA to model, DFC could not only apply into incremental approach with a fully coupled elastic and plastic damage model, but to one step inverse approach.

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  • 堆石本身塑性结构,应力变形非线性关系确定计算方法采用增量有限元法

    Rockfill is elastoplastic itself and its stress-strain relationship is nonlinear. So the calculation method must be incremental FEM.

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  • 本文采用塑性应变分量分部屈服概念提出了适用于增量计算的分部屈服加载准则

    This paper, adopting the Concept of divitional yield of plastic strain components, proposes a loading criterion of divitional yield, which is suitable for incremental numerical method.

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  • 此文针对塑性成形有限元分析增量加载收敛困难推导用于板料成形弹塑性有限元分析的牛顿一致迭代公式

    In this paper, facing the convergent problem of plastic forming using large incremental step, we deduced the iterative formula used in analysis of elastic-plastic plate forming finite element method.

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  • 本文采用有限元增量理论位移应变的弹塑性接触问题进行分析。

    In this paper, the contact problems of small displacement and strain have been analysed by finite element method and incremental theory.

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  • 作为塑性求解问题的简化方法极限分析传统的弹塑性增量计算效率更高、更实用

    As a simplified method for elastoplastic analysis, limit analysis method is more efficient and practical than the traditional increment method.

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  • 塑性应变增量方向应力路径没有很大关系,以等塑性体应变为硬化参数屈服形状也是园。

    The direction of plastic strain increment is nearly independent of the stress path. The shape of yield sur- face on hardening e

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  • 塑性应变增量方向应力路径没有很大关系,以等塑性体应变为硬化参数屈服形状也是椭园。

    The direction of plastic strain increment is nearly independent of the stress path. The shape of yield sur - face on...

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  • 考虑土体非线性性质本文采用了塑性方法中的增量变法耦合方程进行解答。

    The nonlinearity of soil should take into account, so the article adopts "initial-stress" finite element approach to resolve the coupling formulation.

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  • 本文刚度增量原理为基础,论述了复合材料组合网架的弹塑性设计方法

    This paper, basing on the principle of the changing rigidity, discusses the clastic-plastic designing method of the complex material grids.

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  • 通过屈服面的切线方向增加非共塑性应变增量,即可实现对非共轴现象反映

    In order to reflect the non-coaxial phenomenon, a non-coaxial plastic strain rate term is added to the tangential direction of conventional constitutive model's yield surface.

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  • 方法基于塑性增量理论,应用塑性成形过程的体积不变假设弯曲过程的截面假设

    The proposed method is based on the incremental theory, volume invariance and planar cross_section are assumed.

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  • 基于分段线性塑性理论断裂力学理论,提出一种全量形式和增量形式的粘性裂纹的本构模型

    On the basis of piece-wise-linear plasticity and fracture mechanics, this article presented a 2-dimensional holonomic and nonholonomic constitutive model for cohesive crack of concrete-like materials.

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  • 平砧锻造塑性变形问题,本文采用随动坐标系跟踪流动质点,利用能量法分步计算质点位移增量、等效应变场等,然后叠加。

    To improve the accuracy of large floating point number calculatation, an iterative approach of inverse transformation for Gauss projection with floating coordinate system is presented.

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  • 平砧锻造塑性变形问题,本文采用随动坐标系跟踪流动质点,利用能量法分步计算质点位移增量、等效应变场等,然后叠加。

    To improve the accuracy of large floating point number calculatation, an iterative approach of inverse transformation for Gauss projection with floating coordinate system is presented.

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