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Home > english-chinese > "stress formula" in Chinese

Chinese translation for "stress formula"

应激形式

Related Translations:
scale formula:  鳞式
official formula:  法定处方
spearman formula:  布朗斯皮尔曼公式
transmission formula:  传输公式
pricing formula:  定价公式
cramer formula:  克莱姆公式
multistep formula:  多步公式
provable formula:  可证公式
triplication formula:  三倍量公式, 三重数积
subtraction formula:  减法公式
Example Sentences:
1.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。
2.The monitor system of the fatigue life is also established . in order to get the nicety of the thermal stress and the other stress formula , the author verify the formula with the ansys 5 . 5
为了验证所应用公式的准确性和可信度,本论文还应用ansys5 . 5应用软件对应用解析方法所进行的应力进行了校核。
3.As for side box girder , the elastic theoretical solution has been introduced . the method is based on stress function and regards side box girder as combine of plate element and shell element . then the force and stress formulae for flanges have been derived
对于边箱式截面主梁,本文介绍了弹性理论解法,基于翼板单元应力函数,将边箱梁视为板单元和筒壳单元的组合体,从弹性力学出发,推导出板中法向应力。
4.Calculation and online monitor for the steam turbine unit are very important to ensure safety and reliability . in this paper , according to the temperature and thermal stress formula , the online temperature and thermal stress monitor system of the rotor are established
汽轮机转子的热应力计算和寿命计算是指导汽轮机安全运行的基础。本论文根据第三类边界条件下所建立的汽轮机转子的温度和应力公式,结合实际情况,对汽轮机进行了在线监测。
5.3 . as for side web girder , the principle of minimum potential energy has been introduced . by assuming different displacement function , the force and stress formulae for flanges under uniform loading , horizontal axial force , or vertical concentrated force have been derived
对于边主肋截面主梁,本文介绍了能量变分法,通过假定板不同的轴向位移函数,推导了悬臂梁在均布荷载、水平轴向力、竖直集中力作用下的微分方程和应力计算公式。
6.Firstly , the shear and normal stresses of tapered members under the transverse load or axial load are analysed , and the stresses formulas are obtained which are different from those of the prismatic ones . secondly , research is done on the in - plane inelastic stability of tapered members under axial loads about strong axis and weak axis . a new design method is suggested in which the tapered member is equivalent to the prismatic member with the cross - section at the larger end of the tapered member
同时由分析可知,目前采用的将变截面压杆按照弹性极限荷载等效的原则等效成以小端截面为准的等截面压杆的设计方法,在弹塑性阶段低估了压杆的承载力,即弹性等效的压杆在弹塑性阶段并不等效,实际变截面压杆的承载力比等效的等截面压杆的承载力要高。
7.In this paper , the design method of pile raft foundation in soft soil is studied , especially the method for analysis of pile raft foundation by using geddes " stress formula , some problems which exist in application are discussed and resolved . the paper also compares this method with traditional national code of pile foundation design ( ncpfd )
本文对桩筏基础的工作性状进行了研究,着重分析了新规范中用geddes解分析桩筏基础内力和沉降的方法,探讨和解决了在实际应用过程中还存在的一些不完善的地方,并将它与传统的几种分析方法进行了比较。
8.The paper analyzes the vertical stresses in soil based on geddes " assumption and stress formula , because the equivalent deep foundation is not appropriate when the lengths of piles are different . but the stress of bottom of pile is not accurate , so this paper modifies the fomula by integrating the mindlin formula . considering the model of elastic analysis method is different from the practice , correction factors nu n are introduced to get more accurate stress in soil
对于这种方法在分析桩端应力时出现应力集中的现象,对mindlin解重新积分来修正附加应力系数公式,以避免这种现象;由于弹性半空间和实际情况之间的模型误差会带来附加应力差距,通过大量的计算分析提出了修正系数m 、 n ,并给出了m 、 n随桩径、计算点深度变化的函数关系,最终使得应力的计算结果与有限元的计算结果十分吻合,而计算相对比较简便。
9.The work in this thesis mainly includes following parts : 1 . as for box girder cross section , the three - bar stimulation method under typical loads and supports has been introduced . the force and stress formulae for flanges have been derived from the three - bar method . by reasonable simplification for multi - cell box girder , the three - bar method has been applied in multi - cell box girder ' s shear lag analysis
对于箱形截面主梁,本文介绍了三杆比拟法上、下翼板中比拟杆的计算公式,以及在典型荷载和支承的情况下翼板内各杆的应力计算公式,并对多箱式主梁截面进行合理简化,使三杆比拟法应用于多室箱梁的剪力滞分析。
10.The mathematic model of the ultra - thin spherical mirror is to be treated as elastic thin shell . then the predigested model , i . e . , bended beam , used in qualitative analysis was proposed , and its deflection and stress formulas under the freely supported condition were set up . based on an off - axis aspherical primary mirror , the relationship of aspherical surface error ( rms ) in tangential plane with bended beam ’ s radius r , position s of concentrated load p and geometry length l of arc was analyzed
根据这一设想,本文建立了超薄镜的数学模型?薄壳,并提出了强制力作用下超薄镜的简化模型?曲梁,推导了曲梁在简支情况下受力变形的挠度公式,并结合一个实例,计算出曲梁变形后与所需非球面的面形残差( rms )在子午方向与曲梁弧长l 、曲梁半径r及集中力位置s的关系及满足面形精度的r和s范围,分析了弧矢方向的rms ,得出了同时满足子午和弧矢方向面形要求的l 、 r和p 。
Similar Words:
"stress flow" Chinese translation, "stress flow around an opening" Chinese translation, "stress fluctuation" Chinese translation, "stress fluctuation in creep" Chinese translation, "stress for temporary loading" Chinese translation, "stress fractrue" Chinese translation, "stress fracture" Chinese translation, "stress fracture of fibula" Chinese translation, "stress fracture of foot" Chinese translation, "stress fracture of the metatarsals" Chinese translation