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The application of internal pressure changes the way of pipe bend behaves under internal pressure loading, not only in terms of its load-deflection behavior, but also in terms of distribution of stresses and strains. In this study, Stress analysis of stainless steel pipe without attached pipe was developed and plotted to the various ovality in pipe bend. The results indicate that the pipe that meets the specified minimum stress is not appreciably failure up to the 20% ovality.

Figure 3 The application of internal pressure changes the way of pipe bend behaves under internal pressure loading, not only in terms of its load-deflection behavior, but also in terms of distribution of stresses and strains. In this study, Stress analysis of stainless steel pipe without attached pipe was developed and plotted to the various ovality in pipe bend. The results indicate that the pipe that meets the specified minimum stress is not appreciably failure up to the 20% ovality.