• Based on progressive failure analysis a 3d finite element model with a hole is built.

    基于渐进失效分析方法,建立了带孔的三维有限元模型。

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  • At last, some cases are analyzed to check the theoretical schemes and calculating programs. The results of 3d fracture network seepage are applied to the block system for progressive failure analysis.

    最后,采用算例对理论分析过程和计算程序进行检验,并将三维结构面网络渗流分析结果应用到块体系统渐进失稳分析中。

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  • Theoretical analysis shows that the progressive failure of the surrounding rock of opening is mainly caused by strength attenuation and creep mass.

    理论分析说明,巷道围岩的渐进破坏主要是岩体强度衰减和蠕变性质影响的结果。

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  • Analysis shows that strain softening of the material causes progressive failure and affects the load carrying capacity of the structures.

    分析结果表明,由于岩土类材料的应变软化性质,结构呈现渐进破坏,且承载特性与材料的软化程度有关。

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  • The analysis results show that the progressive collapse resisting capacity of steel structures can be remarkably improved by increasing the failure strain of the structural material.

    分析结果表明:对于钢结构,提高材料的失效应变,可以显著提高结构抵抗连续倒塌的能力。

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  • To discover the mechanism of progressive failure of rock slope, physical simulation experiment and numerical simulation analysis by means of FLAC software have been done simultaneously.

    为了揭示岩体边坡渐进破坏的机理,在对边坡渐进破坏进行物理模拟的同时,应用FLAC软件对边坡渐进破坏过程进行了数值模拟。

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  • 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.

    文末对结构整体的载荷-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。

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  • In this paper the beam particle model at a fine structural scale is presented for analysis of the progressive failure of such brittle disordered materials as sandstone by different loadings.

    为了分析砂岩类无序介质在各种荷载作用下的连续破坏过程,本文提出了梁-颗粒细观模型。

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  • It showed that the combination of experiment of physical analysis and numerical simulation could expose the mechanical of rock slope progressive failure on both surface and essence.

    研究表明,只有将物理模拟和FLAC数值模拟相结合,才能既从表象上又从本质上揭示出边坡渐进破坏的机理。

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  • Through the damage immunity analysis on the structure of Changjiang River Model Hall, the progressive damage area of structure is found out under the conditions of different local failure.

    通过对长江防洪模型大厅拱支预应力网架结构的损伤免疫力分析,查明该结构在各种局部损伤情况下所产生的相继破坏的范围。

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  • Through the damage immunity analysis on the structure of Changjiang River Model Hall, the progressive damage area of structure is found out under the conditions of different local failure.

    通过对长江防洪模型大厅拱支预应力网架结构的损伤免疫力分析,查明该结构在各种局部损伤情况下所产生的相继破坏的范围。

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