Second , carried out the fatigue life test of the truck ' s front axles adopted grouping fatigue life test method , calculated the results on theory of probability stats , linear fitted the fatigue life data by means of the basquin equation and least squares method , acquired the mathematical model of s - n and p - s - n curve of the front axles 其次,采用成组试验法,对汽车前桥进行了疲劳寿命试验,借助概率统计方法对试验结果进行了分析计算,得到了各试验载荷下的疲劳寿命的正态分布的均值和标准差,采用basquin关系式和最小二乘法对疲劳寿命数据进行线性拟合,得到了前桥的s - n和p - s - n的关系。
Fourth , according to the weibull distributing functions of equivalent loads , calculated the max loads by expanded sample method , acquired eight routine loads spectrum of each roads taking advantages of the connover classification method , calculated the respective enhancement coefficient in principle of amended miner linear accumulated fatigue damage rule , by the comparative norm of general tar - paved road , educed the mathematical model of calculating enhancement coefficient of synthesized roads 利用数理统计的方法得到了各路面的等效载荷的weibull分布函数。第四,根据各路面的等效载荷的weibull分布函数采用扩展样本法求得了各路面的极值载荷,按照connover的分级法得到了各路面的八级程序载荷谱。以一般沥青公路为比较基准,采用修正的miner线性累积损伤理论,根据前桥的s - n和p - s - n关系式得到了各路面的强化系数,建立了综合路面的强化系数计算的数学模型。
前桥: propons; ponticulus; front a ...的: 4次方是 The fourth power of 2 i ...前桥: propons; ponticulus; front axle (汽车); pommel桥的: pontine鞍前桥: pommel翅前桥: prealar bridge前前桥: front front axle前桥梁: front axle beam前桥楼: fore bridge; fore-bridge前桥市: maebashi, gunma小桥, 前桥: ponticulus多桥的: bridgy额桥的: frontopontine剑桥的: cantabrigian脑桥的: pontile; pontine小桥的: ponticular叉式前桥: elliott type axle反拳式前桥: reverse elliott axle分开式前桥: divided axle碾磨前桥: nosegrind前桥半径杆: front axle radius rod前桥差速器: front axle differential前桥撑杆: front axle stay rod前桥传动: front axle drive前桥传动轴: front axle propeller shaft