• Made ECs damage model induced by DS.

    建立DS诱导的内皮细胞损伤模型。

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  • A new four-parameter equivalent strain for isotropy damage model is presented.

    提出了一种新的用于各向同性损伤模型的四参数等效应变。

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  • The existing damage model of concrete has a common defect, i , e, lacking of additivity.

    目前所建立的砼损伤模型都有一个共同的不足之处即其所描述的损伤缺乏可加性。

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  • The complicated problem of the quantitative estimation of power is solved with the target damage model.

    所提出的破片群能级和目标毁伤模型解决了威力定量评价的复杂问题。

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  • Comparing two types of damage model, it is proposed to adopt the model based on the ductility coefficient.

    通过比较两种不同的损伤模型,建议采用一个基于延性系数的损伤模型。

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  • Use of the structural damage model, achieving a large number of numerical simulation of structural damage.

    利用该结构破坏模型,实现了大量结构破坏数值模拟分析。

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  • In the elastoplastic-damage model, the coupling between elastoplastic deformation and damage is considered.

    该模型中考虑了弹塑性变形与损伤的耦合作用。

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  • According to the correlation between accumulative damage and loading level the fatigue damage model is established.

    依据损伤演变与损伤状态、加载条件间的相关性,建立了相应的疲劳损伤模型。

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  • On the basis of damage model of Multi-rib Wall, the paper discussed aseismic design method based on damage property.

    在密肋复合墙板的损伤模型建立的基础上,对密肋复合墙体基于损伤性能目标的抗震设计方法进行了探讨。

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  • According to the correlation between accumulative damage and loading levels, the fatigue damage model is established.

    依据损伤演变与损伤状态、加载条件间的相关性,建立了相应的疲劳损伤模型。

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  • Based on double scalar isotropic damage theory, a new soil damage model and damage evolution equations were presented.

    根据双标量各向同性弹性损伤理论,提出了一个土体损伤模型,给出了相应的损伤演化方程。

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  • Eventually, the damage evolution and fatigue life of recycled concrete were investigated using the inverted-S damage model.

    最后,基于倒s模型研究再生混凝土的损伤演化规律和疲劳寿命。

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  • The accumulated damage model is viewed as the function of equivalent plastic strain, plastic volumetric strain and pressure.

    积累损伤作为等效塑性应变、塑性体积应变和压力的函数。

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  • To test the damage degree of gastric mucosa by vernier caliper through the damage model of absolute ethyl alcohol to the SD rats.

    采用急性无水乙醇损伤模型,以游标卡尺测定胃黏膜损伤的程度。

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  • A new non-linear accumulate damage model was derived from the concept of equal failure probabilities under different stress levels.

    以不同应力水平下的破坏率相等进行损伤等效转换出发,建立了新的非线性累积损伤模型。

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  • The probabilistic creep damage model would provide the effective means to assess the reliability of the high temperature components.

    蠕变损伤的概率计算将为高温构件可靠性评估奠定基础。

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  • OBJECTIVE: to study the counteraction of melatonin (MT) on the oxidative damage model of brain tissues of mice caused by glutamic acid.

    目的:研究褪黑素(MT)对谷氨酸所致脑组织氧化损伤模型小鼠的对抗作用。

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  • According to the inner tiny structure of cement concrete, the damage model of cement concrete is established by using damage mechanics.

    根据水泥混凝土材料的内部微结构,运用损伤力学知识,建立了水泥混凝土损伤模型。

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  • The new parameters for describing damage and its evolution in rock are explored to construct damage model of rock fragmentation by blasting.

    探索岩石动态损伤参量及其演化表征方式以构造岩石爆破损伤模型。

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  • Considering the relationship of the attenuation of wave and damage energy dissipation, a new rock damage model is developed for rock blasting.

    在考虑岩石冲击损伤过程的声波衰减规律及其与能量耗散率关系的基础上,建立新的岩石爆破损伤模型。

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  • The numerical calculation of the statistical damage model indicates that this model is clear in theory and applicable in practical engineering.

    通过对该模型的初步计算分析表明,此模型具有清晰简明的特点和一定的实际应用价值。

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  • In view of the anisotropic damage characteristics of concrete under multiaxial stress state, an anisotropic elastoplastic damage model is presented.

    针对混凝土多轴应力状态下各向异性损伤的特点,建立了各向异性弹塑性损伤模型。

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  • A plastic constitutive damage model was proposed with special concerns being put on simulating the stress triaxiality-dependent hardening phenomena.

    提出了一种新的损伤塑性本构模型,强调了应力三轴比对塑性屈服的影响。

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  • And with the introduction of the Modulus of Elasticity from Budiansky method, the general damage model of rock blasting is established in the paper.

    引入了自洽法有效弹性模量,建立了爆破作用的岩石损伤的全过程模型。

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  • Moreover, by adopting a structural damage model with double parameters, the formula for calculating structural earthquake damage probability is given.

    进而采用双参数的结构破坏模型,给出了计算结构地震破坏概率的表达式。

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  • Based on the existing damage model of rock blasting and the theory of rock damage and fracture, a new damage model for rock blasting has been founded.

    在分析现有岩石爆破损伤模型和岩石爆破损伤断裂理论的基础上,建立了新的岩石爆破损伤模型。

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  • A creep and fatigue damage model has been presented to explain fatigue test results. There is excellent consistency between the predicted and experiment data.

    本文的算例表明,所提出的修正模型能够成功分离出试验结果中的蠕变损伤和纯疲劳损伤。

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  • Creep test data of granite at different temperatures are used to carry out the identification of the creep damage model; and the creep parameters are obtained.

    通过不同温度下花岗岩的蠕变试验数据对建立的蠕变损伤模型参数进行识别,得到不同温度下蠕变损伤模型的材料参数。

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  • An anisotropic damage model for concrete subjected to compressive fatigue load is developed based on continuum damage mechanics and the concept of boundary surface.

    基于边界面概念和损伤力学理论,建立了混凝土受压各向异性损伤模型。

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  • 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.

    利用有限元方法模拟时,韧性断裂准则既可以应用到完全耦合的弹塑性损伤模型的增量方法中,也可以应用到一步有限元逆算法中。

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