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ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

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3.2.4 Test Setup<br />

The 400K compression/tension testing machine was used to apply a monotonic load to the T-Stubs.<br />

All bolts were pretensioned to 70% of the ultimate strength (proof load) [1]. It is a common practice to<br />

relate the bolt-force due to pre-tensioning, Fi, to a quantity that is easier to measure such as the applied<br />

torque, T. The required torque was calculated to be 100. for a ½ in. diameter bolt. The detail<br />

calculations to find a required applied torque are provided in Appendix-A. To verify the pre-tensioning<br />

force in the bolts, the applied bolt force by wrench was compared by the data collected from the strain<br />

gauges. The results revealed that the agreement between these two data set was satisfactory.<br />

The specimens were covered with whitewash to permit better observation of the yielding within the<br />

specimen. Two LVDT with 0.25 . stroke were installed on both sides of the specimen aligned with the<br />

stem of the T-Stubs to measure the separation of the flanges during the test.<br />

Figure 3-11, Figure 3-12, and Figure 3-13 show the locations of the LVDTs and the T-Stubs test<br />

setup used for specimens TS-L, TS-S and TS-C, respectively. The instruments were calibrated prior to<br />

the testing and connected to Vishay data acquisition system. The data was recorded using a PC-based<br />

data acquisition system with the rate of two data points per second (2 Hz).<br />

Figure 3-11 T-Stubs Test Setup With Line Bolt Pattern<br />

32

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