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Bend Tests on High Strength Pipe—January 2004
In the test setup, shown in the adjacent photo, the UTS load was transferred to two 1.7 million pound load points by a load distributing beam. The floor of the laboratory was used to react the load, completing a four point bending arrangement. The middle test section was 156 inches long (3 diameters for the 52-inch pipe). The setup was designed to accommodate a bending strain of up to 1.5%, allowing all pipe specimens to be bent to their compressive strain capacity and beyond. Specimen bending strain and curvature were measured using three independent methods: strain gauges to provide direct but local strain measurement; three displacement transducers to measure vertical deflection from which bending strain can be calculated; and clinometers, or angle measuring devices, to measure rotations from which bending strain can be calculated. UTS load and displacement was also measured. Displacement transducers monitored moment arm changes, a pressure transducer measured internal pressure, and other instruments monitored test frame behaviour. |