Normalised stress intensity (K-r) versus normalised limit load (L-r) failur
e assessment diagrams now feature prominently in integrity assessments conc
erned with the effects of cracks in engineering structures. A theoretical a
nalysis shows that the K-r-L-r failure assessment curve for a multiple tens
ile loading situation is essentially independent of the ratio of the magnit
udes of these loadings. (C) 1999 Elsevier Science Ltd. All rights reserved.