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The Effects of Mean Stresses Normal to the Maximum Shear Planes in Multiaxial Fatigue

机译:垂直于最大剪切平面的平均应力在多轴疲劳中的作用

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Tubular specimens of SAE 1045 steel, RC 48 were tested in axial tension-compression with alternating internal/external pressure. Static mean stresses ranging from ―400 MPa to 740 MPa were applied normal to the maximum shear planes with alternating shear stress amplitudes from 100 MPa to 1000 MPa. An approximately linear relationship was found between the applied normal static mean stresses and the maximum cyclic shear stresses on the critical shear planes for a given fatigue life. For a constant shear stress, the fatigue life for tests with static tensile mean stresses larger than 420 MPa remained constant with increasing mean stress. It was assumed that for static mean stresses larger than 420 MPa, the crack faces were fully separated thus allowing unhindered Mode Ⅱ displacement, a condition defined as an interference-free crack state by Bonnen and Topper. Current critical plane theories were investigated to determine their ability to predict fatigue life for alternating shear stresses and static mean stresses normal to the maximum shear planes. A modified Findley parameter was developed to provide the best fit for the experimentally obtained data. The empirical constant modifying the contribution of the static mean stresses was determined from the slope of the maximum permissible shear stress versus static mean stress curve for a given fatigue life. To include the interference free condition in the parameter, tensile static mean stresses larger than the interference free condition (420 MPa), were replaced with the normal static mean stress that resulted in the interference free stress state in the modified Findley parameter.
机译:SAE 1045钢筋混凝土RC 48的管状试样在轴向张力压缩条件下进行了内部/外部压力交替测试。垂直于最大剪切平面施加―400 MPa至740 MPa范围内的静态平均应力,且剪切应力幅度介于100 MPa至1000 MPa之间。对于给定的疲劳寿命,在临界剪切面上施加的法向静态平均应力和最大循环剪切应力之间发现了近似线性关系。对于恒定的剪应力,静态拉伸平均应力大于420 MPa的试验的疲劳寿命随着平均应力的增加而保持恒定。假定对于大于420 MPa的静态平均应力,裂纹面被完全分离,从而允许无阻碍的Ⅱ型位移,该条件被Bonnen和Topper定义为无干涉裂纹状态。对当前的临界平面理论进行了研究,以确定其预测交替剪切应力和垂直于最大剪切平面的静态平均应力的疲劳寿命的能力。修改后的Findley参数已开发出来,可以为实验获得的数据提供最佳拟合。根据给定的疲劳寿命,最大允许剪切应力与静态平均应力曲线的斜率,可以确定修改静态平均应力的贡献的经验常数。为了将无干扰条件包括在参数中,将大于无干扰条件(420 MPa)的拉伸静态平均应力替换为法向静态平均应力,该应力在修改的Findley参数中导致无干扰应力状态。

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