VM57

VM57
Torsional Frequencies of a Drill Pipe

Overview

Reference: W. T. Thomson, Vibration Theory and Applications, 2nd Printing, Prentice-Hall, Inc., Englewood Cliffs, NJ, 1965, pg. 272, ex. 8.4-5.
Analysis Type(s): Mode-frequency Analysis (ANTYPE = 2)
Element Type(s):
Elastic Straight Pipe Elements (PIPE16)
Structural Mass Element (MASS21)
3D 2 node pipe (PIPE288)
3D 3 node pipe (PIPE289)
3D 2 node beam(BEAM188)
3D 3 node beam(BEAM189)
Input Listing: vm57.dat

Test Case

Determine the first two natural frequencies f1 and f2 of an oil-well drill pipe of length and polar moment at inertia lp fixed at the upper end and terminating at the lower end to a drill collar with torsional mass inertia Jo. The drill collar length is small compared to the pipe length.

Figure 81: Drill Pipe Problem Sketch

Drill Pipe Problem Sketch

Material PropertiesGeometric Properties
G = 12 x 106 psi
υ = 0.3
γ = 490 lb/ft3
ρ =  γ / g = 15.2174 lb-sec2/ft4
= 5000 ft
OD = 4.5 in = (4.5/12) ft
ID = 3.83 in = (3.83/12) ft
Jo = 29.3 lb-ft-sec2
Ip = 0.0009226 ft4

Analysis Assumptions and Modeling Notes

The drill pipe is modeled using pipe and beam elements. Modal analysis is performed with Block Lanczos solver for (PIPE16), (PIPE288), (PIPE289), (BEAM188), and (BEAM189) elements. Young's modulus (E) is calculated as E = 2G (1 + υ)*144 = 4.4928 x 109lb/ft2 and pipe thickness is calculated as (OD - ID)/2.

Results Comparison

 Target[1]Mechanical APDLRatio
PIPE16 Elementsf1, Hz0.38330.38341.000
f2, Hz1.26001.26391.003
PIPE288 Elementsf1, Hz0.38330.38341.000
f2, Hz1.26001.26061.000
PIPE289 Elementsf1, Hz0.38330.38341.000
f2, Hz1.26001.26061.000
BEAM188 Elementsf1, Hz0.38330.38311.000
f2, Hz1.26001.25971.000
BEAM189 Elementsf1, Hz0.38330.38311.000
f2, Hz1.26001.25971.000
  1. Solution recalculated