What is upheaval buckling calculation in pipeline engineering?

Introduction

The expansion of pipelines due to high temperatures and pressures of fluid flow in pipelines is known as buckling. Such phenomena can be observed on both onshore and offshore pipelines in transporting products from one location to another.

Buckling may occur in pipelines downward in a free span, horizontally in lateral buckling on the seabed or vertically in upheaval buckling of buried pipelines. Operated at very high temperatures, buried pipelines may be susceptible to upheaval buckling caused by compressive loads.

Upheaval Buckling Calculation

  • Upheaval buckling calculations shall be performed for all buried lines with design temperatures above 82 C
  • Upheaval buckling can be prevented either by expansion offsets regularly spaced along the pipeline or a sufficient burial cover

There is several methodologies used for performing upheaval buckling calculations:

  • DEP 31.40.10.16-Gen
  • K Peter’s Technical Paper
  • OTC 6335 Technical Paper

Upheaval Buckling Calculation Based on OTC 6335
 

The first step is input data:

Input DataSymbolValue
Pipeline Nom Dia.ND
Pipeline ODD
Design PressureP
Design TemperatureT2
Installation TemperatureT121 C
Steel Expansion Coefficient
Youngs modulus of pipeE
Selected wall thicknesst
Corrosion Allowance
Wall thickness (corroded)tn
Temperature derating factorT1
Poisson’s ratio0.3
Steel density
Soil density
Cover to top of pipeH
Contents density
Uplift coefficientf0.5 for dense/ 0.1 for loose

Second step is pipeline properties:

Pipeline PropertiesSymbolFormula
Pipe internal diameter (corroded)d
Pipe cross section areaAs
Pipe internal areaAi
Pipe Moment of inertiaI
Pipe flexural rigidityEI
Weight of pipeWs
Weight of contentsWc

Third step is pipeline expansion load acting towards imperfections:

Pipeline Expansion LoadsSymbolFormula
Pressure LoadLp
Poisson effect LoadLpe
Thermal effect LoadLt
Effective axial loadB

Fourth step is to find the required downward load as per the following equation:

Fifth step is to find the uplift resistance from soil as per the following equation:

The last step is to find the total available load as per the following equation:

Then we check if the total available load is greater than the available load:

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