Current computational capabilities facilitate the application of finite element analysis (FEA) to three-dimensional geometries to determine peak stresses. The three-dimensional stress concentrations so quantified are useful in practice provided the discretization error attending their determination with finite elements has been sufficiently controlled. Here, we provide some convergence checks and companion a posteriori error estimates that can be used to verify such three-dimensional FEA, and thus enable engineers to control discretization errors. These checks are designed to promote conservative error estimation. They are applied to twelve three-dimensional test problems that have exact solutions for their peak stresses. Error levels in the FEA of these peak stresses are classified in accordance with: 1–5%, satisfactory; 1/5–1%, good; and <1/5%, excellent. The present convergence checks result in 111 error assessments for the test problems. For these 111, errors are assessed as being at the same level as true exact errors on 99 occasions, one level worse for the other 12. Hence, stress error estimation that is largely reasonably accurate (89%), and otherwise modestly conservative (11%).

References

1.
Pilkey
,
W. D.
, and
Pilkey
,
D. F.
,
2008
,
Peterson's Stress Concentration Factors
,
Wiley
,
Hoboken, NJ
.
2.
Roache
,
P. J.
,
2009
,
Fundamentals of Verification and Validation
,
Hermosa Publishing
,
Socorro, NM
.
3.
Richardson
,
L. F.
,
1910
, “
The Approximate Arithmetical Solution by Finite Differences of Physical Problems Involving Differential Equations, With an Application to the Stresses in a Masonary Dam
,”
Philos. Trans. R. Soc. London, Ser. A
,
210
(
459–470
), pp.
307
357
.
4.
Richardson
,
L. F.
,
1927
, “
The Deferred Approach to the Limit—Part I: Single Lattice
,”
Philos. Trans. R. Soc. London, Ser. A
,
226
(
636–646
), pp.
299
349
.
5.
De Vahl Davis
,
G.
,
1983
, “
Natural Convection of Air in a Square Cavity: A Bench Mark Numerical Solution
,”
Int. J. Numer. Methods Fluids
,
3
(
3
), pp.
249
264
.
6.
Roache
,
P. J.
,
1994
, “
Perspective: A Method for Uniform Reporting of Grid Refinement Studies
,”
ASME J. Fluids Eng.
,
116
(
3
), pp.
405
413
.
7.
Roache
,
P. J.
,
1998
, “
Verification of Codes and Calculations
,”
AIAA J.
,
36
(
5
), pp.
696
702
.
8.
ASME
,
2006
, “
Guide for Verification and Validation in Computational Solid Mechanics
,”
American Society of Mechanical Engineers
,
New York
, Standard No. ASME V&V 10.
9.
ASME
,
2012
, “
An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics
,”
American Society of Mechanical Engineers
,
New York
, Standard No. ASME V&V 10.1.
10.
Sinclair
,
G. B.
,
Beisheim
,
J. R.
, and
Roache
,
P. J.
,
2016
, “
Effective Convergence Checks for Verifying Finite Element Stresses at Two-Dimensional Stress Concentrations
,”
ASME J. Verif. Valid. Uncertainty Quantif.
,
1
(
4
), p.
041003
.
11.
Neuber
,
H.
,
1946
,
Theory of Notch Stresses
,
J. W. Edwards
,
Ann Arbor, MI
.
12.
Cook
,
R. D.
,
Malkus
,
D. S.
,
Plesha
,
M. E.
, and
Witt
,
R. J.
,
2002
,
Concepts and Applications of Finite Element Analysis
,
Wiley
,
New York
.
13.
Beisheim
,
J. R.
,
Sinclair
,
G. B.
, and
Roache
,
P. J.
,
2019
, “
Further Convergence Checks of Finite Element Stresses at Three-Dimensional Stress Concentrations
,” Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA, Report No. ME-MS2-19.
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