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D
DBasic Equations
D.1 Introduction ..................................................................................................................... D-2
D.2 Strain-Displacement Relations........................................................................................ D-2
D.2.1 Special Cases ............................................................................................................ D-5
D.2.1.1 Axisymmetric Deformation................................................................................ D-5
D.2.1.2 Plane Strain ...................................................................................................... D-6
D.2.2 Physical Interpretation of Strain Components ............................................................ D-6
D.3 Stress and Equilibrium .................................................................................................... D-9
D.3.1 Decomposition of the Stress Vector ........................................................................... D-9
D.3.2 The Equilibrium Equations........................................................................................ D-11
D.3.3 Special Cases .......................................................................................................... D-13
D.4 Stress-Strain Relations.................................................................................................. D-13
D.4.1 One-Dimensional Loading........................................................................................ D-14
D.4.2 American Petroleum Institute (API) Parameters....................................................... D-16
D.4.2.1 API Yield Stress.............................................................................................. D-16
D.4.2.2 Ultimate Stress and Elongation....................................................................... D-17
D.4.3 Needleman’s Model.................................................................................................. D-17
D.4.4 Ideal Plastic Behavior (Perfect Plasticity)................................................................. D-20
D.5 Multi-Dimensional Loading............................................................................................ D-21
D.5.1 Elastic Behavior........................................................................................................ D-22
D.5.2 Plastic Behavior........................................................................................................ D-23
D.5.3 Yield Condition ......................................................................................................... D-23
D.5.4 Hardening Law......................................................................................................... D-27
D.5.4.1 Residual Strain................................................................................................ D-27
D.5.4.2 Elastic Behavior.............................................................................................. D-27
D.5.4.3 Alteration of the Initial Yield Condition ............................................................ D-27
D.5.5 Flow Rule ................................................................................................................. D-29
D.5.6 The Effective Stress ................................................................................................. D-33
D.5.7 Elastic-Plastic Behavior............................................................................................ D-34
D.6 Loading and Deformation of a Thick Cylinder ............................................................... D-35
D.6.1 Elastic, Axisymmetric Deformation........................................................................... D-35
D.6.2 Initial Yield, Axisymmetric Deformation .................................................................... D-39
D.7 Approximations for a Thin Cylinder ............................................................................... D-41
D.7.1 Ignoring Radial Stress.............................................................................................. D-41
D.7.2 Using the Average Circumferential Stress................................................................ D-42
D.8 Changing Environmental Conditions............................................................................. D-45
D.8.1 General Comments .................................................................................................. D-45
D.8.2 Change In Length..................................................................................................... D-46
D.8.3 Tapered Strings........................................................................................................ D-47
D.8.4 Bending Stresses ..................................................................................................... D-48
D.9 References.................................................................................................................... D-51
Casing/Tubing Design Manual D-1
October 2005