Published: Jan 2011
| ||Format||Pages||Price|| |
|PDF (552K)||16||$25||  ADD TO CART|
|Complete Source PDF (15M)||16||$148||  ADD TO CART|
Based on the traditional definitions associated with creep strain accumulation in defect free components, a generalised definition for “elastic follow-up” factor, Z, is proposed that characterises the influence of a “nonlinear” event experienced locally within a structure, i.e., creep, plasticity, cracking, growth of an existing crack, or any combination of such events, on the response of the structure to the applied loading. A “crack affected zone” approach is then outlined for evaluation of this parameter in a defective component. The significance of quantifying elastic follow-up in relation to integrity assessment procedures and the challenges facing its practical implication to the codes is discussed. The approach is finally examined through its application to two example problems; a standard test geometry, centre cracked plate and an external circumferential cracked thick cylinder, i.e., a conventional structural component.
elastic follow-up, structural integrity, crack, stress classification
Ferdowsi Univ. of Mashhad, Mashhad,
Smith, D. J.
Univ. of Bristol, Bristol,