• As a new type of geo mechanical model material, the NIOS material has many advantages in model test.

    NIOS相似材料是一种新型的地质力学模型相似材料。

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  • The special model material is composed of epoxy resins, plasticizer, solidified agent and metal power.

    特种模型材料由环氧树脂、增韧剂、固化剂和金属粉构成。

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  • Hydroelastic model simulating flow, structure and their coupling system requires especial model material.

    模拟水流、结构及其相互耦合系统的水弹性模型,对模型材料具有特殊要求。

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  • The features of fracture mechanics of plaster as the model material are similar to those of the concrete.

    模型材料石膏具有与混凝土相似的断裂力学特性。

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  • First, this paper researches the wind pressure model such as: model dimension, model material and setting survey points.

    本文首先进行了测压模型的设计,研究了测压模型尺寸的设计、材料的选取以及测点布置。

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  • By comparing the results of Taylor test and computational simulation, a validating and optimizing method on dynamic constitutive model material constants was proposed.

    通过实验数据和数值模拟结果的对比,研究了泰勒杆实验在材料动态本构关系参数确认和优化方面的应用。

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  • A large number of real rock and model material experiments and numerical simulations on the mixed mode fracture under compression-shear loading had been carried out by scholars at home and abroad.

    针对岩石类材料压剪破坏,国内外学者做了大量真实岩石和模型材料的试验,并进行相应的数值模拟工作。

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  • The results of sampling taken from in-situ of the model test show that constructing model by this design method is available; and the density and property of the model material are uniform and stable.

    原位取样测试结果表明,按照这种方法设计制作的模型,最终能达到模型中同一类型材料所要求的密度整体相对一致的效果,从而提高了物理模型中材料力学性质的稳定性。

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  • The construction of FEM model, material parameters, boundary conditions and loading definition are introduced in details.

    详细介绍了有限元模型的建立,材料参数、边界条件及载荷的定义。

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  • Finite element models of a complete stump socket contains geometric model, material characteristics, load condition and model boundary condition.

    一个完整的残肢接受腔有限元模型包括几何模型、材料特性、载荷状况和模型边界条件。

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  • Finite element models of a complete stump socket contains geometric model, material characteristics, load condition and model boundary condition.

    一个完整的残肢接受腔有限元模型包括几何模型、材料特性、载荷状况和模型边界条件。

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