numerical1
Civil/Environmental
- Dec 26, 2015
- 11
Hello everybody,
I have a steel buried pressurized pipeline with two induction bends (L-shape)and (Z-shape). I need to run a quick calculation to check the stresses induced by temperature differences. I am following Peng's old approach ( paper is attached). According to Peng, we have to calculate 2 things, total DELTA (the thermal expansion or deformation) and the Length over which this deformation should be applied (L in Peng's paper). (DELTA is basically the expansion rate multiplied by a certain length). I have 2 questions:
1- what is the length over which DELTA should be calculated
2- is that the same span of the pipe for which bending moment induced by DELTA needs to be calculated
I am guessing the following:
-For L-shape bend, I am assuming that this is the virtual anchor length (starting from the elbow point where largest movemnet is expected until the point of virtual anchor (in the order of few hundreds feet) which need to be calculated based on soil friction
-For Z-shape bend (which is basically acts like an expansion loop), I am assuming that the DELTA should be calculated over virtual anchor length . The resultant deformation should be applied to the Transsverse length of the bend (leg of the expansion loop) which is only feet in this case.
Thanks alot for your discussion and ideas.
I have a steel buried pressurized pipeline with two induction bends (L-shape)and (Z-shape). I need to run a quick calculation to check the stresses induced by temperature differences. I am following Peng's old approach ( paper is attached). According to Peng, we have to calculate 2 things, total DELTA (the thermal expansion or deformation) and the Length over which this deformation should be applied (L in Peng's paper). (DELTA is basically the expansion rate multiplied by a certain length). I have 2 questions:
1- what is the length over which DELTA should be calculated
2- is that the same span of the pipe for which bending moment induced by DELTA needs to be calculated
I am guessing the following:
-For L-shape bend, I am assuming that this is the virtual anchor length (starting from the elbow point where largest movemnet is expected until the point of virtual anchor (in the order of few hundreds feet) which need to be calculated based on soil friction
-For Z-shape bend (which is basically acts like an expansion loop), I am assuming that the DELTA should be calculated over virtual anchor length . The resultant deformation should be applied to the Transsverse length of the bend (leg of the expansion loop) which is only feet in this case.
Thanks alot for your discussion and ideas.