说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 应力法
1)  stress method
应力法
2)  normal stress
法应力,法向应力
3)  normal stress
法向应力
1.
The values of normal stress in suck string generated by visco?-elastic fluid and eccentricity brought out by sucker string were measured quantitatively.
大庆油田实施聚合物驱油以后 ,出现了抽油杆受力状况恶化、抽油杆柱严重偏磨的现象 ,为此开展了粘弹性流体水动力学理论和试验研究 ,得出了粘弹性流体在抽油机井筒内的流动规律及对抽油杆柱法向应力的影响规律 ,定量测出了粘弹性流体对抽油杆柱的法向应力值和抽油杆柱产生的偏心率。
2.
For the post-tensioned prestressed steel-concrete composite beam,a method of calculating the concrete normal stress is presented.
针对在混凝土翼板中设置后张预应力的连续组合梁,提出由分担预加轴力、主弯矩和次弯矩产生的混凝土法向应力计算公式,主要分析施加于混凝土翼板的预应力通过剪力键向钢梁传递的力学模型,建立混凝土翼板承担的预压力沿梁纵轴的分布函数和理论解,求得考虑剪力键柔性的混凝土法向应力计算公式,作为组合梁抗裂设计依据。
4)  slab method
主应力法
1.
The formula of tube expanding force is deduced using the slab method.
采用主应力法推导圆管扩径时扩径力的解析式。
2.
material thickness variety and material work-hardening,which should not be omitted during the course of deformation processes,a new formula and its concrete expression of expanding pressure calculation P=f(K、n、μ、α、r、r_0、k_e、t_0、t=f(t_0、r_0、R)) is set up by utilizing slab method that belongs to one of the theoretic methods solving the proble.
依据扩口变形区材料的应力应变特点,考虑变形过程中材料厚度变化及加工硬化两个不应该被忽略的具有本质特征的影响因素,利用金属塑性成形问题求解的理论方法中的主应力法,推导和提出了冲压加工基本工序之一的扩口工序之扩口力计算的一个新公式P=f(K、n、μ、α、r、r0、ke、t0、t=f(t0、r0、R))及具体表达式。
5)  Main stress method
主应力法
1.
The main stress method is employed to analyse the stress produced in the cold extrusion of three way pipes and a formula of extrusion force is derived.
采用主应力法 ,对三通管的液压胀形进行应力分析 ,推导出成形力的计算公式。
6)  total stress method
总应力法
1.
Application of total stress method and effective stress method in SLOPE/W
SLOPE/W软件总应力法和有效应力法的应用
2.
There are two analysis methods of hydraulic fracture: effective stress method and total stress method.
水力劈裂的常用计算方法分有效应力法和总应力法,但其计算结果却常有很大差异。
3.
According to the results of Biot’s consolidation theory in each filling height, the foundation stability is calculated with the total stress method considering the strength increase and the effective stress method considering the over-static water pressure.
计算时,根据不同堆载高度下的比奥固结理论有限单元法计算结果,用考虑地基强度增长总应力法和考虑超孔隙水压力的有效应力法分别进行地基稳定性计算,以保证地基在每一次加载时的稳定性。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条