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Fatigue crack growth under variable amplitude loading Part I: experimental investigations
Author(s) -
SANDER M.,
RICHARD H. A.
Publication year - 2006
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1111/j.1460-2695.2006.00992.x
Subject(s) - amplitude , structural engineering , materials science , block (permutation group theory) , paris' law , work (physics) , variable (mathematics) , scope (computer science) , composite material , mechanics , fracture mechanics , engineering , crack closure , mathematics , computer science , physics , mechanical engineering , optics , geometry , mathematical analysis , programming language
During use, a component or a structure is exposed to variable amplitude loading, which influences the lifetime. Within the scope of this work, systematic investigations of different loading situations are carried out by means of experimental studies (part I) as well as analytical and numerical studies (part II). The experimental investigations show that overloads lead to retardation effects, which are influenced by several factors, e.g. the overload ratio, baseline‐level loading, number of overloads or the fraction of mixed mode. In a high–low–high block loading, both retarded and accelerated crack growth can be obtained, which is also influenced, e.g. by the block loading ratio and the length of the block. Moreover, experimental studies have been performed with load spectra, like FELIX/28, CARLOS vertical and WISPER. They have been applied in original form as well as in counted and reconstructed sequences.