1) c0mparison of tlie P-s curve
p-s曲线对比
2) p-s curve
p-s曲线
1.
Simulation and analysis of the equivalent law of work of P-s curve of anchor pile;
锚杆P-s曲线的功能互等定律法的模拟与分析
2.
According to the grey theory,the author attempts to predict both t-s and P-S curves of the test and obtain the similar settlement which traditionally gained by slow load test.
探讨了灰色理论方法在快速法载荷试验数据处理中的应用,并运用此理论对快速载荷试验各级荷载下的t-s曲线及总体的P-S曲线进行预测,以得到荷载作用下与慢速法一致的稳定沉降量。
3.
By using the data of pull-out tests of anchor rod,we have discussed the use of the nonequidistance GM(1,1)model for simulating the P-S curve of anchor rod and predicting the ultimate capacity of anchor rod,in the same time,we also discussed if we can predict the ultimate capacity of anchor rod by using the data of anchor rod pull-out tests before breakage.
结合锚杆抗拔试验数据,探讨了不等间距GM(1,1)模型拟合锚杆P-S曲线以及预测锚杆极限承载力的效果,同时分析了利用未破坏锚杆实测数据预测锚杆极限承载力的效果。
3) P～S curve
P～S曲线
4) P-S-N curve
P-S-N曲线
1.
The estimation of gear s fatigue life using the modified P-S-N curve;
应用修正的P-S-N曲线计算齿轮疲劳寿命
2.
Determination of the p-S-N curve for bending fatigue of automobile transmission gear;
汽车变速箱圆柱齿轮弯曲疲劳p-S-N曲线测定
3.
The P-S-N curve of 45 steel is obtained by means of fatigue statistical experiment method,on the basis of experimental results,the reliability analysis for different mean stress is performed and the changeable regularity for mid-value S-N curve and P-S-N curve with 99.
根据金属材料试验统计分析方法,求出了45钢棒材的P-S-N曲线,在此基础上对不同平均应力条件下的试验数据进行了可靠性分析比较,探讨了中值S-N曲线和99。
5) p-s-n curve
p-S-N 曲线
6) P-S-N curves
P-S-N曲线
1.
A probabilistic nominal stress approach is proposed based on Miner s cumulative fatigue damage rule,the p-S-N curves of the material and.
由危险点应力分布、材料的p-S-N曲线和Miner理论给出了概率名义应力法,计算常幅载荷下元件的寿命分布,并利用剩余寿命模型计算元件的可靠度。
2.
A unified classical maximum likelihood approach for estimating P-S-N curves of the three commonly used fatigue stress-life relations, namely three parameter, Langer and Basquin, is presented by extrapolating the classical maximum likelihood method to the Langer relation.
拓展经典极大似然法到Langer模型，提出了估计三参数、Langer和Basquin三种常用疲劳应力-寿命模型P-S-N曲线及其置信限的统一方法。
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
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