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力平衡

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Results are as following:The causes of grassland desertification of Hulunbeir are the outcome of interaction of nature and the human beings. Among these reasons, the loose soil texture, which was formed in the fluviolacustrine sediment during Quaternary, establish the physical ground, and the drought and wind is the natural force of grassland desertification. And then over-cutting forest, over-grazing grassland, imbalance of resource utilization and estrepement reduce the coverage of vegetation, therefore provide necessary conditions for the grassland desertification.

其中,形成于第四纪河湖相沉积沙的疏松土壤母质,为日后土壤风蚀奠定了深厚的物质基础;干旱多风的气候条件构成了草地风蚀沙化的自然营运力;而人为过度砍伐沙地林木资源、沙质草地长期超载放牧、资源利用不平衡以及乱垦、滥挖等不合理经济行为,又降低了沙化草地植被覆盖度,为草地风蚀沙化提供了必要条件。

For example of atom of hydrogen, it must be enough surrounding electrons so can be form a "electron space", it could be form gravitation among electron and proton, at first whole gravitation line may acts with proton ,but if the quantity of electron go to much ,every one can got gravitation line from proton would be lower, the gravitation between proton and electron would be drop, when it is reached fixed lever, this power is equal to expulsive force which between electrons , so it would be reach balance, the electron can't much more.

之间形成引力,质子向外发出的引力线本来可以全部同外围电子作用,但是,电子多了,每一枚电子从质子分到的作用引力线便减少,它们同质子间的引力要下降,下降到一定程度,此力等于电子间的斥力,达到平衡,电子便不能再多。

The results of numerical analysis show that the elastic modular and the poisson ratio have no effect on two-dimensional bearing capacity, but can affect the ultimate bearing capacity of three-dimensional foundations and control the convergence and precision of finite element calculation; the earth pressure coefficient controls the geostatic stress of foundation, sequentially affects the ultimate bearing capacity of foundations and the convergence of numerical calculation. When calculating the ultimate bearing capacity of undrained saturated foundation, the complete formulation exists shear locking, and reduce formulation exists hourglassing, so the hybrid formulation is suitable to imitate the geomaterial. When the soil obeys nonrelevent flow rule, the yielding function is different from potential function, and the elastic-plastic matrix of soil is asymmetric, so the unsymmetry numerical solver and appropriate finite element mesh is required.

研究结果表明,土体弹性模量和泊松比对二维基础极限承载力没有影响,但是影响着三维矩形基础的极限承载力,控制着ABAQUS数值算法的计算精度与收敛速度;地基土压力系数控制着地基土体中的地应力平衡,从而影响着二维条形基础和三维矩形基础的极限承载力和地基破坏包络面;对于不排水饱和软黏土地基,常规的完全积分单元会造成剪力自锁现象,而减缩积分单元则存在过于柔化的现象,故采用杂交单元来模拟较合适;当土体服从非关联流动法则时,屈服函数与塑性势函数之间存在差异,从而导致土体弹塑性矩阵呈现非对称性,在有限元计算中必须采用非对称数值解法,并且合理地划分单元才能对极限承载力进行准确求解。

These characters is not only different from the normal measurement and calculation method but also different from characteristic in indeformable and porous media.

而毛细凝聚、毛细管力、界面吸附对凝析油气相平衡过程的影响也会随平均孔隙半径、比面和总表面积的动态变化而变化。

If a body is acted upon by a number of forces and stillremains motionless, the body is said to be inequilibrium.

如果一个物体受到几个力的作用而仍然保持静止,那么该物体处于平衡状态。

On all accounts, beams and arches bear loads together in papilionaceous partial tied arch footbridge which can realize the equilibrium of strength and beauty.

在蝶式部分系杆拱步行桥中,主梁和拱圈充分发挥共同承重作用,达到力与美的平衡。

A parabolically profiled prestressing tendon generates a uniform loading which again can be quantified using equilibrium of vertical forces.

阿parabolically异形预应力筋产生一个统一的,又可以载入量化使用平衡垂直力。

It is more than one hundred years since Tomes initially put forward the concept of perioral muscle pressure and the Equilibrium Theory. Afterwards, plentiful results were achieved. Research on this field is of great importance in orthodontics.

自从1873年Tomes首次提出了口周力的概念以及牙弓内外肌压力平衡理论以来,至今已有一百多年的历史了。

Effects of perturbing various model parameters on the equilibriums between native-like states with other conformational states were considered.

我们考虑扰动不同力场参数对天然态和其它构象态之间平衡的影响。

Strip limit minimum rollable gauge and minimum rollable gauge considering productivity are analyzed and derived using new rolling pressure model, work roll surface temperature rise formulae is derived on the basis of mill stand thermal balance. The affecting factors of work roll surface temperature and the influences on the choice of roll size are discussed.

本文从轧机结构设计、力能参数计算、强度设计计算等方面综合论述了辊系参数设计计算的基本理论,在理论上提出了采用考虑粘着摩擦的混合摩擦模型和考虑轧件的弹性变形计算冷轧薄板轧制压力的方法,推导并以冷轧机实测轧制压力验证了轧制压力新模型;应用新的轧制压力模型分析并推导了轧件极限最小可轧厚度和考虑生产率的最小可轧厚度公式;根据工作机座热量平衡原理推导了工作辊温升公式,分析了工作辊温度的影响因素,研究了工作辊温升对轧辊参数选择的影响。

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