Model Calibration for Fatigue Crack Growth Analysis under Uncertainty
Shankar Sankararaman, You Ling, Chris Shantz and Sankaran Mahadevan
Department of Civil and Environmental Engineering
Box 1831-B, Vanderbilt University, Nashville, TN – 37235
United States of America
NOMENCLATURE
a Crack Size
N No. of Loading Cycles
Equivalent Initial Flaw Size
K
th
Threshold Stress Intensity Factor
f
Fatigue Limit
K Stress Intensity Factor
Y Geometry Factor
C, m, n Parameters of Modified Paris’ Law
r
Retardation coefficient
ABSTRACT
This paper presents a Bayesian methodology for model calibration applied to fatigue crack growth
analysis of structures with complicated geometry and subjected to multi-axial variable amplitude loading
conditions. The crack growth analysis uses the concept of equivalent initial flaw size to replace small
crack growth calculations and makes direct use of a long crack growth model. The equivalent initial flaw
size is calculated from material and geometrical properties of the specimen. A surrogate model, trained
by a few finite element runs, is used to calculate the stress intensity factor used in crack growth
calculations. This eliminates repeated use of an expensive finite element model in each cycle and leads
to rapid computation, thereby making the methodology efficient and inexpensive. Three different kinds of
models – finite element models, surrogate models and crack growth models - are connected in this
framework. Various sources of uncertainty – natural variability, data uncertainty and modeling errors - are
considered in this procedure. The various component models, their model parameters and the modeling
errors are integrated using a Bayesian approach. Using inspection data, the parameters of the crack
growth model and the modeling error are updated using Bayes theorem. The proposed method is
illustrated using an application problem, surface cracking in a cylindrical structure.
1. INTRODUCTION
Mechanical components in engineering systems are often subjected to cyclic loads leading to fatigue, crack
initiation and progressive crack growth. It is essential to predict the performance of such components to facilitate
risk assessment and management, inspection and maintenance scheduling and operational decision-making.
Several studies in the past have used fracture mechanics-based models for crack growth analysis, and thereby to
predict the performance of the component. These models such as Paris law, NASGRO equation, etc. are
calibrated from experimental testing of coupons.
Proceedings of the IMAC-XXVIII
February 1–4, 2010, Jacksonville, Florida USA
©2010 Society for Experimental Mechanics Inc.