水体重力不仅可以产生竖向静水应力，而且还可产生水平静水应力。
It is discovered that the gravity can not only cause the vertical static water stress of the dam, but also the horizontal static water stress as well.
从而在理论上论证了静水应力和塑性变形程度对塑性致密化规律的影响。
Therefore, the effects of static hydraulic stress and Plastic deformation on Plastic densification can theoretically be Proved.
构造差应力究竟能够产生多大的附加静水压力在地学界一直有很大争议。
It is in disputed that how much additional tectono-induced hydrostatic pressure can be produced by tectonic difference stress.
研究证实：罐壁竖直轴向压应力和由内压（静水和动水压力叠加）所产生的罐壁环向拉应力共同导致罐壁失稳，发生弹塑性屈曲变形；
The research proves that the internal pressure due to the axial compressive stress and the circumferential membrane causes the buckling of the tank wall.
对水泥砂浆石在准一维应变、一维应变、一维应力下的应力应变关系与高压下静水压缩曲线进行了比较和讨论。
Furthermore the stress strain curves of cement mortar under three different stress states and the initial behavior of hydrodynamic curve are compared and analyzed.
这些现象主要是由于准静水压下剪切应力的作用。
These drastic changes of superconductivity were mainly due to the shear stress under quasi-hydrostatic pressure.
用解析方法计算了受静水外压载荷作用的有环壳过渡段的锥—柱组合壳中的应力值，并用瑞利法计算了其失稳临界载荷。
Stresses in cone cylinder shells with toroidal transition inserted are investigated by an analytical method, and buckling pressures for the shells are presented by Rayleigh Ritzs method.
用解析方法计算了受静水外压载荷作用的有环壳过渡段的锥—柱组合壳中的应力值，并用瑞利法计算了其失稳临界载荷。
Stresses in cone cylinder shells with toroidal transition inserted are investigated by an analytical method, and buckling pressures for the shells are presented by Rayleigh Ritzs method.
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