Piping is the main transportation method for fluids from one location to another within an industrial plant. Design and routing of piping is heavily influenced by the stresses generated due to thermal effects and high pressure of the operating fluid. In particular, pressurized fluids create critical loads on the supports and elbows of the pipe which increases the overall stresses in the piping. Moreover, long pipes operating under high temperature gradients tend to expand significantly. Therefore, designers and engineers usually provide an expansion loop in order to relieve the pipe from the critical stresses. However, expansion loops require extra space, supports, elbows, bends, additional steel structure that could adversely affect the operating cost. It is therefore necessary to optimize the geometry, the number of expansion loops, and the supports. Reducing the number of loops in one single system or reducing the length of the loop itself is always favored as long as stresses are within safe limits. Usually, the commercial software (PipeData) is used in the industry to get the dimensions of the expansion loop. However, this software is mostly based on empirical models that rely on past experience rather than engineering fundamentals. Accordingly, this paper conducts an optimization analysis concerning the expansion loop dimensions and the number of supports without compromising on the safety of piping. The design approach is conducted as per the guidelines of ASME B31.3 (Process Piping) code and uses the commercial software (CAESAR II) for stress calculations. A full comparison for the expansion loop dimension is conducted between the empirical approach and the optimization analysis using ASME B31.3 for one of the existing oilfield projects. Results indicate that optimization reduces the dimensions and the number of expansion loops as well as the total number of supports. This results in significant savings in the piping cost without any compromise on the safety.
[1]
Elza M. M. Fonseca,et al.
Trigonometric function used to formulate a multi-nodal finite tubular element
,
2007
.
[2]
E. Weiss,et al.
Local and global flexibility of nozzle-to-vessel- intersections under local loads as boundary conditions for piping system design
,
1997
.
[3]
Martin M. Schwarz.
Flexibility analysis of the vessel-piping interface
,
2004
.
[4]
J. Zaras,et al.
Analysis of an industrial piping installation under buckling propagation
,
2008
.
[5]
Jaroslav Mackerle.
FINITE ELEMENTS IN THE ANALYSIS OF PRESSURE VESSELS AND PIPING, AN ADDENDUM: A BIBLIOGRAPHY
,
2002
.
[6]
Jaroslav Mackerle,et al.
Finite elements in the analysis of pressure vessels and piping, an addendum: A bibliography (2001–2004)
,
2005
.