Obtain five A572 Grade specimens with dimensions and machine configuration appropriate for the Moore rotating beam machine being used. In this case we will use a rotating cantilever setup with specimens 2.40 in long and 0.15 in. in diameter with a small necked section 0.50 in. long and 0.04 in. in minimum diameter.
For the specimen dimensions and machine configuration, calculate the weight required to produce bending stress ranges equal to ±75%, ±60%, ±45%, ±30% and ±15% of the nominal yield stress of the material used if the lower stress is taken as zero stress. For this experiment we will be using an A572 Grade steel with a Fy = 50 ksi, with one specimen tested at each of the stress ranges. A stress rage of ±15% corresponds to ±(0.15*50 ksi) = ±7.5 ksi. Many more specimens will need to be tested at each stress range to obtain statistically valid data.
Mount the first specimen in the machine; in this case we need to insert the necked section near the middle of the beam and carefully align it so that the beam rotates about its centroid. The cantilever specimen is loaded at the tip by using a point load generated by a set of springs and whose value is monitored by a load cell. The load is applied through a bearing so that the force is always downwards as the beam rotates. The machine speed is set at 1400 rpms, the cycle counter is set to zero, and the test started. The speed, specimen size and applied stress will vary with the testing machine.
Wait until the specimen fails and record the number of cycles to failure.
Repeat for the other specimens.
Source: Roberto Leon, Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA