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1)  non-associated flow rule
非关联流动法则
1.
Determination of dilatancy angle for geomaterials under non-associated flow rule
岩土材料在非关联流动法则下剪胀角选取探讨
2.
The softening modulus and non-associated flow rule are introduced in this paper.
从围岩应变软化巷道弹塑性力学计算出发,引入软化模量与非关联流动法则,用锚杆两端对围岩体内锚固区施加的两组夹紧力来考虑锚杆支护对巷道围岩应力状态改变的影响;在锚固围岩体力学性质的黏结力和内摩擦角不变的情况下,建立了锚杆支护对围岩稳定作用的弹塑性力学模型。
3.
As shown in the theory of generalized plastic mechanics,the associated flow rule is just a particular case of non-associated flow rule.
广义塑性理论表明,关联流动法则是非关联流动法则中的一种特殊情况。
2)  nonassociated flow rule
非关联流动法则
1.
Several types of low-order elements in the finite element method are employed to perform numerical analyses of ultimate bearing capacity of soil foundation under strip footing in which the nonassociated flow rule is used while Mohr-Coulomb criterion is used as the yield function.
考虑非关联流动法则, 采用几类低阶单元对条形基础下地基的极限承载力进行了二维有限元数值分析。
3)  the non-associated flow rule
非相关联流动法则
4)  non-associated flow rules
非关联流动准则
1.
The non-linear Mohr-Coulomb failure criterion,the equilibrium principle,and the large and small strain theories are employed for the plastic zone,and analytical solutions of the stress,strain,and displacement fields for cavity expansion are presented with the non-associated flow rules for the shear dilatation characteristics.
将圆孔周围的围岩分为弹性和塑性应力区,考虑土体受力后的剪胀特性,根据Mohr-Coulomb非线性强度准则、应力平衡条件、大小变形理论和非关联流动准则,推导出排水情况下土体发生大、小变形时扩孔问题的塑性区应力、应变和位移场解析,并给出大、小变形情况下塑性区半径和极限扩孔压力的非线性解答。
5)  associated flow rule
相关联流动法则
6)  associated flow rule
关联流动法则
1.
As shown in the theory of generalized plastic mechanics,the associated flow rule is just a particular case of non-associated flow rule.
广义塑性理论表明,关联流动法则是非关联流动法则中的一种特殊情况。
2.
For example, the associated flow rule is often used at present, but it is shown by experiments that it doesn抰 adapt to geotechnical materials; the volume deformation which is larger than real deformation is produced in calculating, but it is assumed to be constant in classical analyzing theory; the velocity slip line is the same as the stress characteristic line according t.
现行的极限分析上界法,尽管求解结果合理,但理论上却存在一些矛盾:如试验证明,关联流动法则不适用于岩土材料,而现行解法却采用了关联流动法则;传统分析中假设体积不变,但计算中却出现大于实际的体积剪胀变形;按关联流动法则,应力特征线与速度滑移线重合,但在分析中却采用速度方向与应力特征线方向成j角;实际土体破坏时,破坏面上同时存在着剪切力nt和正应力ns,但在计算中却反映不出摩擦功。
3.
Based on the linear failure criterion and associated flow rule,the bearing capacity of a strip footing under action of inclined loads problem was studied by means of the kinematical approach of limit analysis theory.
对均质地基岩土体上条形基础承受倾斜荷载的情况,根据线性破坏准则和相关联流动法则,利用极限分析中的机动法,构建了一个承受倾斜荷载作用的条形浅基础的二维机动许可破坏模式。
补充资料:流动非流动性法(current/noncurrentmethod)
  企业在对外币会计报表折算以前,将流动项目按资产负债表日的流动率折算、非流动项目按历史汇率折算、利润表项目按平均汇率折算的方法。采用此法,首先应将报表中的资产、负债表项目划分为流动与非流动两大类。凡在1年内或一个政党经营周期内须偿付的各种负债均作为流动负债;凡不满足上述条件的资产和负债,则分别作为非流动资产和非流动负债。在报表折算时,流动资产和流动负债按资产负债表编制日当时的现行汇率折算成国内等值货币;非流动资产和非流动负债按资产取得和负债发生当日历史汇率折算,非流动资产的折旧和摊销分别按有关资产折合本国货币的同一汇率折算。对于损益类项目,则可根据均衡发生的假设,按会计期的平均汇率折算。

  流动非流动法在30年代早期就已经被会计学界所接受,是广泛使用过的一种方法。使用这种方法,现行汇率的变化在当期只影响流动资产和流动负债。如果企业的流动资产大于流动负债。则在外币贬遭受换算损失;在升值时,将获得折算收益。反之,如果企业的流动资产小于流动负债,则在外币贬值时将获得折算收益;外币升值时,遭受折算损失。外汇换算上已实现的损益计入当期经营成果,未实现的损失作为当期经营损失。未实现的收益可以冲光彩以前未实现损失的准备,或先记入一个过渡性账户,不列为当期收益。

  流动非流动法的缺点在于,它缺少充分的理由来说明为什么流动性与非流动性的分类与采用不同的汇率有关,尤其在两个会计期间汇率发生变化时,外汇折算会使经营成果失实,遭到不应有的歪曲。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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