Chinese translation for "actual stress"

实际应力
有效应力
真实应力

Related Translations:

actual motion:  真实运动

actual computation:  实际计算

actual landform:  现在地形

actual damages:  损害赔偿金

actual engine:  实际发动机

actual film:  实际薄膜

actual salaries:  实际薪金

actual test:  实际试验实物试验实物运转试验

actual deflection:  实际挠度

infant actual:  婴儿死亡率

Example Sentences:

	1.	The actual stress is not proportional to the bending moment . 实际上应力与弯矩不成正比。
	2.	The actual stresses do not exhibit the discontinuity of slope at the centre indicated by the elementary theory . 实际应力在中心处存在初等理论所指出的斜率不连续性。
	3.	The allowable stress levels to which the actual stress levels are compared are based on empirical findings for the material involved 对所使用的材料来说，与实际应力比较的容许应力是以实验研究结果为基础的。
	4.	To determine the reason of impact breakage of new developed plastic packing box for certain cannonball in drop test , this article derives the actual stress formulas in the position of impact breakage 摘要为确定新研制的某炮弹塑料包装筒在跌落试验中，产生冲击破坏的原因，通过理论计算和试验研究。
	5.	The actual stress in soil nails is very different from theoretical analysis , so in - situ measurements in chaowai soho project in beijing , the method that placing the reinforcing steel bar - stress measuring apparatus in primary reinforcing steel bar to gain actual pull force is adopted in this paper 摘要针对土钉支护中土钉实际所受拉力与目前理论和规程计算结果相差较大的问题，对北京朝外soho土钉支护进行了现场监测。
	6.	The standards and specification related can only provide classical design method , most of the assumption do not reflect the actual stress state . the standards don ’ t considerate the effect when end - plate with rib stiffeners , so it is worthy to research the end - plate in beam - column and some advice on design practice is given as well 我国现行规程关于端板连接承载力的设计计算方法中还没有考虑端板加劲肋对节点承载力的影响,所以,迫切需要对端板连接进行更深入的研究,提出更加合理的设计建议。
	7.	This paper discussed about the changes of stress state on effect of soil properties . the reason of surface settlement and layer losses is that the stress state is not primeval one in and after tunneling construction . therefore it is necessary to select strength data in actual stress path in making tunnel deformation and stability analysis with continuous media mechanics 本文讨论了隧道施工过程中，由于应力状态的变化对土性的影响， ，隧道施工之所以造成地表沉降和地层损失，是因为隧道施工过程中以及隧道施工结束后土层的应力状态已经不是原始应力状态，因此在选用连续介质力学方法对隧道施工进行变形和稳定性分析时，必须采用实际应力路径下强度参数。
	8.	This paper , in the light of the special geological environment and actual project situation of the three gorges reservoir area , puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide , and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide . on the one hand , the rising underwater level reduces the actual stress of landslide ; on the other hand , the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt , both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area , this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters . thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ) , rainy season ( rainstorm or rains for a long time condition ) , with 175m water level in the reservoir , during the earthquake , with the water level of the reservoir adjusted from 175m to 145m and so on , and produces 本文针对长江三峡库区特殊的地质环境与工程实际情况，在充分考虑水对库岸滑体稳定性影响的前提下，提出了一个适用于长江三峡库岸滑坡体稳定性分析的综合分析评价体系，并取得了如下几个方面具有工程实际意义和一定科学研究价值的研究成果： ( 1 )研究结果发现，水的活动是新滑坡形成或古滑坡复活的主要因素，一方面是由于地下水位升高降低了滑坡体的有效应力，另一方面是由于地下水的长期浸泡降低滑体及滑带的力学强度，这两方面的因素均将直接降低滑坡的稳定性； ( 2 )针对三峡库区的特殊条件，系统分析了作用于三峡库区滑坡体上的力系和库水位在175m与145m间变化时滑体条块的受力变化，从而使对作用于滑坡体上的力系分析更科学、更全面； ( 3 )通过对滑体处于旱季(天然状态) 、雨季(暴雨或长期降雨状态) 、 175m库水位、地震以及库水位由175m调节下降至145m等各种不同情况的有机组合，本文系统地归纳总结出了10种典型计算工况，并具体给出了相应的作用荷载的计算方法，使在库区岸坡滑体稳定性分析评价时对计算工况选择及其作用荷载的计算更具规范性； ( 4 )具体运用c + + builder开发了关于滑坡体稳定性综合分析评价系统，使对滑坡体稳定性分析计算更方便、更准确； ( 5 )将上述滑坡体稳定性综合分析评价系统应用于重庆市丰都县名山滑坡稳定性分析的具体事例中，分析结果表明，本文所提出滑坡体稳定性综合分析评价方法对三峡库区的滑坡稳定性分析是实用可行的。
	9.	Methods : according to x - rays of genu varum and genu valgum and cross - section ct of normal knee joint , 31 planar - models and 31 working conditions in three - dimensional finite element were established with the software of super - sap every 2 degree from genu varum 30 degree to genu valgum 30 degree , then calculated the stress and stain state of every node with the size and direction of actual stress 方法：有限元模型的建立是利用膝关节内、外翻x线平片和正常人膝关节横断ct片，并用super - sap软件分别建立平面和三维有限元模型，在内翻30至外翻30之间，每2按实际受力大小和方向加载，分别生成31个模型和31种工况，计算得出模型中各节点的应力应变情况。

Similar Words：

"actual stowed" Chinese translation, "actual strain" Chinese translation, "actual stre" Chinese translation, "actual stream rate" Chinese translation, "actual strength" Chinese translation, "actual stress at fracture" Chinese translation, "actual stress distribution" Chinese translation, "actual stride height" Chinese translation, "actual stride length" Chinese translation, "actual stride width" Chinese translation