Pipe thickness calculation under external design pressure or vacuum conditions is primarily concerned with preventing collapse or buckling rather than failure due to internal pressure. When a pipe is subjected to external pressure (such as vacuum, submerged conditions, or buried installation), the pipe wall must be thick enough to resist instability caused by compressive forces. Unlike internal pressure design, which is governed by material strength, external pressure design depends heavily on the pipe’s geometry (diameter-to-thickness ratio), material stiffness, and support conditions.
The design is typically based on standards such as ASME Boiler and Pressure Vessel Code, specifically the external pressure charts provided in UG-28. The procedure involves calculating the allowable external pressure using parameters such as outside diameter (Do), wall thickness (t), and unsupported length (L). A key parameter is the ratio ( \frac{Do}{t} ), which indicates the pipe’s susceptibility to buckling—the higher the ratio, the more कमजोर (prone) the pipe is to collapse. Another important factor is the length parameter ( \frac{L}{Do} ), which accounts for the effect of supports; longer unsupported lengths reduce resistance to external pressure.
The process generally includes assuming a trial thickness, calculating geometric ratios, and then using design charts (or equations derived from them) to determine the allowable external pressure. This value must be greater than the design external pressure (including full vacuum if applicable). If not, the thickness is increased and the process is repeated. In some cases, instead of increasing thickness, engineers may add stiffening rings or reduce the unsupported span to improve resistance.
For practical design, it is important to also consider ovality (out-of-roundness), corrosion allowance, fabrication tolerances, and material properties at operating temperature, as these can significantly affect buckling resistance. Proper evaluation ensures that the pipe will not deform or collapse under vacuum or external pressure, maintaining structural integrity and safe operation.