Chinese translation for "三向应力"

three dimensional stress
three-dimensional state of stress
three-dimensional stress
triaxial stress

Example Sentences:

	1.	Dynamic strength and deformation of concrete in triaxial stress states 三向应力状态下混凝土动态强度和变形特性研究
	2.	Volume - stress : the stress exists in three directions in the volume of the component is called volume - stress , which is also called three - faces stress 体积应力：应力在构件结构中沿空间三个方向上发生，也称三向应力。
	3.	For deriving the formula of the concrete filled steel tube short column subjected to axial compress we use the forth strength principle that is the shape energy ratio principle and get the formula when the steel gets into plastic stage 在推导钢管混凝土轴心受压短柱承载力公式时，论文利用第四强度理论(即形状比能理论)推导出钢管进入塑性状态时的应力公式和三向应力状态下混凝土的破坏准则公式。
	4.	In other words , the process of analyzing relaxation zone related to one safety factor can also be regarded as the process of searching potential slide surface related to the same safety factor . elastic wedge model is used for analysis of relaxation zone of cutting homogeneous slope . on the basis of elastic plane - strain theory , the relaxation zone can be calculated according to mohr - coulomb or drucker - prager law and single tension intensity principle which are both related to one safety factor after three - dimensional stress field of the cutting slope is got 提出均质边坡开挖松弛区可以用弹性理论中的楔形体理论分析，在平面应变问题的基础上得到开挖坡体的三向应力场之后，可运用考虑安全储备后的强度条件(主要为摩尔?库仑或德鲁克?布拉格强度准则和单轴抗拉强度准则)解析坡体分步开挖过程中的松弛区范围，给出了具体的计算步骤，并通过算例较详细地说明了操作过程。
	5.	Because of those , the paper systems analysis the complicated geological environment , the character of rock mass ' s stress field and the stability of landslide on the right bank , in addition , the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision , and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today , the direction of the maximal principal stress has already changed to the sn , the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide " 同时通过以上的分析研究本文得出了以下主要的结论与认识： ( 1 )最新构造应力场与地壳岩体应力?形变作用的现今特征：自晚更新世( q _ 3 )中期以来，区域应力场的最大主应力( _ 1 )作用方向转为近南北向( n10 w )作用并一直持续至今，地壳岩体的三向应力状态及应力?形变作用经历了由早期的“潜在正断型”转变到近期的“潜在走滑型”两个不同的发展阶段。

Similar Words：

"三向压力" Chinese translation, "三向压密" Chinese translation, "三向压制" Chinese translation, "三向仪" Chinese translation, "三向应变计" Chinese translation, "三向应力状态" Chinese translation, "三向载荷试验" Chinese translation, "三向正交位移元件" Chinese translation, "三向直角头" Chinese translation, "三向转辙器" Chinese translation