rhino27
Mechanical
- Dec 16, 2016
- 13
I was hoping to gain some insight regarding the following issue. In that calculation of minimum wall thickness per b31.3, I know that you can use the formula in section 304.1.1 for a straight pipe. My confusion comes in when you calculate the wall thickness for example a 6D pipe bend. I see in B31.3 that you can calculate the required wall thickness for the intrados & extrados and that through theses two calculations you will discover that the extrados can be thinner than that of the calculated thickness of the straight pipe minimum wall that was calculated. Contrary, the intrados calculation shows that it must be thicker than that of the calculated minimum wall of the straight pipe. My logic is that if you take a straight piece of pipe and bend it then the outside of that bend or extrados will experience thinning & the inside will experience thickening. So if I were to order a pipe that were to bent on a 6D radius, could I not order what I calculated for the straight length of pipe due to the fact that once that straight length of pipe is bent it will thin on the outside (which the extrados can be thinner to due more exposed area to contain the pressure force)& the inside will become thicker (which the intrados has to be thicker do to less exposed area to contain the pressure force)? I feel like this would balance each other out appropriately. Furthermore, I see in B31.1 paragraph 102.4.5 Bending that the minimum wall thickness at any point in a completed bend shall not be less than what is calculated using the straight pipe equation. Additionally, Table 102.4.5 guides the designer for ordering pipe based off Bend thinning allowances being added to the straight pipe min. wall thickness before bending the pipe. B31.3 does not have such a statement nor a bend thinning allowance. Therefore, do I not have to account for a bend thinning allowance if I am designing to B31.3 and can order a pipe wall thickness based off what I obtained for the straight pipe minimum wall thickness?