• This consolidation meant having to reduce the numerical strength of the Army.

    这次合并意味着不得不削减陆军的兵力。

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  • The results may not only be adopted for structure design and strength evaluation of the container, but also collated with the values from the numerical calculation.

    该实验结果为扁挤压筒的强度计算及结构设计提供了参考依据,也与数值分析解起到相互佐证的作用。

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  • Numerical analysis results show that the peak strength of the rock specimens increases as homogeneity increases and crack propagates smoothly until brittle fracture takes place.

    结果表明,在均质度较高的岩石试件中,岩石强度相对高,并且裂纹扩展表现出很强的脆性;

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  • The proposed numerical model was used to predict the strength of jointed rocks in a typical engineering project with satisfactory results.

    上述数值模型运用于某一典型的工程节理岩体的强度预测,其结果是令人满意的。

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  • So the research of numerical simulation on the laying process and strength analysis of wire rope has been carried out in this paper.

    因此,本文进行了钢丝绳成形过程数值模拟和制品力学强度分析的研究工作。

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  • The results of numerical simulation on volume effect of rock material at a group of different homogeneity indexes show that the volume of rock strength results in the heterogeneity of rock material.

    对一组不同均质度系数下岩石材料体积效应的数值模拟结果表明,岩石强度的体积效应根源于材料的非均质性。

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  • The results showed that the simplified method is reasonable, safe, reliable, such as the structural strength analysis providing a numerical basis.

    计算结果表明,该简化方法合理、安全、可靠,为该类结构的强度分析提供了数值依据。

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  • The numerical model of roof bolting and rock mass collaboration was based on Hoek Brown's strength criterion.

    基于虎克-布朗强度准则给出了岩体及顶板锚固的数值模型。

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  • In this paper, numerical analyses on residual tensile strength of stiffened panels with crack damage are carried out.

    对具有裂纹缺陷的加筋板的剩余强度进行了数值分析。

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  • With the changing of piles length, displacement ratio and piles strength, we concluded the settlement rules of semi -rigid-pile composite foundation by numerical calculation method.

    分析了半刚性桩复合地基的桩土受力特点,通过数值计算方法,得到半刚性桩复合地基的沉降随桩长、置换率、桩身强度等因素变化的关系。

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  • Based the numerical simulation for sphere tank with defects, fracture safety assessment and stress strength verification are done under the cases of working pressure and over pressure.

    在数值模拟计算含缺陷球罐应力场的基础上,对含缺陷球罐在工作压力和超压两种工况下进行了断裂安全评定和强度校核。

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  • Finally, based on theoretical analysis, numerical simulation and test verification, the strength reduction factor and the calculation expression of normal section bearing capacity of CFRP are given.

    最后,在理论分析、数值模拟及试验验证的基础上,给出了CFRP的强度折减系数值和正截面承载力计算表达式。

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  • The experimental and numerical results indicate that the structure of the tower crane meets the demands of design in both strength and stability.

    试验与计算的结果均表明该抱杆结构满足强度与稳定性设计要求,吊装过程中抱杆不会发生破坏。

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  • The temperature, volumetric water content and water table evaporation strength in varied air convection velocity were obtained by means of numerical simulation and experimental measurement.

    通过数值计算和实验测量,获得了不同大气对流速度作用下土壤中温度、含水率分布。

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  • At last, the causes of cracks of Changsha arch dam are given based on the numerical simulation results together with the strength curves of experiment of MgO concrete.

    最后结合掺氧化镁混凝土的抗拉强度试验曲线,根据数值模拟结果,对长沙拱坝的裂缝成因进行了初步分析。

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  • In the numerical models, fissures characteristics of seepage, deformation and strength are overall considered, and then fissures healing process can be simulated.

    所建立的数学模型充分考虑了裂隙的渗透、变形与强度特性,可以模拟裂隙在水分入渗过程中逐渐愈合的过程。

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  • The influence of coherent state strength, phase angle and squeezing parameter on position and momentum entropic squeezing for squeezed even and odd coherent were discussed by numerical calculations.

    用数值方法讨论了相干态强度、相位角和压缩参数对压缩奇偶相干态位置熵和动量熵压缩特性的影响。

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  • Then, the evaluating method of the stability of karst roof in roadbed had been established by combining with strength reduction technique and numerical manifold method.

    然后引入强度折减技术,结合数值流形方法提出了公路路基岩溶顶板稳定性的评价方法。

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  • The data in the center of the worksheet (tensile strength) will be plotted along the value axis (value axis: a chart axis that displays scaled numerical values.)

    工作表中间的数据抗张强度沿着“数值轴”数值轴:显示刻度数值的图表坐标轴。

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  • The numerical simulation and test results are in good agreement, which provide a new way for reasonable determination of the strength parameters of complex jointed rock mass in practical engineering.

    数值模拟结果与试验测试数据较吻合,为实际工程中复杂节理岩体强度参数的合理确定提供了一条新的途径。

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  • According to the numerical simulation of heavy-duty diesel engine to raise power, two methods to assess the strength of cylinder head bolt, static calculation and fatigue stress check, are introduced.

    结合大功率柴油机提升功率的数值计算工作,介绍了评估气缸盖螺栓强度的两种方法:静强度分析法和疲劳强度校核法。

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  • This paper introduces the way to calculate the distribution of electric field strength on the plate surface. And it also analyzes the factors influencing the result of numerical solution.

    介绍了理论求解极板表面电场强度分布的方法,并对影响其计算结果的因素进行了分析。

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  • If probability density functions of stress and strength are definite, stress strength interference model can be used to calculate reliability using formulation or numerical value integration.

    应力、强度概率密度函数确定可采用应力-强度干涉模型,用公式或数值积分求可靠度。

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  • Numerical implementations show that this method provides a main magnetic field with homogeneity and strength at the imaging region, which is defined outside of the magnet structure.

    数值结果显示,本文提出的设计方法给出的设计方案能够在磁体结构外部的成像区域形成均匀并且强大的主磁场。

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  • Numerical simulation results agree with experimental results, both of which show that velocity of consolidation wave in grouted rock bolt are related to the anchoring strength of fresh concrete.

    都显示锚杆中锚固段的应力波波速(固结波速)和锚固介质的强度直接相关,固结波速和锚固介质强度之间成抛物线关系。

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  • Instead of the time consuming numerical computation, a simplified calculation of the maximum field strength is presented for the purpose of dimensioning the three-phase gas insulated cable.

    为确定三相充气管道电缆的尺寸,本文提出利用最大场强的简化计算方法来取代繁复的数值计算。

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  • The numerical modeling and analysis of static and dynamic strength and characteristics of the low floor city bus body structure are carried out in the paper, using a standard CAE software.

    利用标准的CAE软件平台,对低地板城市客车车身结构进行数值建模和静动态特性分析。

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  • The numerical models are applied to the analysis of water-air transmission, deformation and strength variation in an expansive soils slope during infiltration.

    利用有限元方法对非饱和膨胀土边坡的降雨入渗过程进行了数值模拟研究,全面研究了膨胀土边坡中水气运移、强度与变形特征等。

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  • By the numerical simulations, the distributions of degree, strength and weight of the network show all scale-free nature.

    理论分析与数值模拟结果显示,该网络的度分布、强度分布以及权重分布都具有无标度特征。

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  • By the numerical simulations, the distributions of degree, strength and weight of the network show all scale-free nature.

    理论分析与数值模拟结果显示,该网络的度分布、强度分布以及权重分布都具有无标度特征。

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