Page 358 - Biaxial Multiaxial Fatigue and Fracture
P. 358

342                  C. CALi R. CITARELLA AND M. PERRELLA

             simplified computer programs. Load  spectrum, threshold effects, environmental conditions,
             microstructural effects, small crack effects, Multiple Site Damage (MSD) conditions, material
             parameters scatter, mixed loading conditions (material flaws or pre-cracks, which may have
             been  introduced  unintentionally during the  manufacturing process,  can  have  an  arbitrary
             orientation  with  respect  to  the  loading  applied  to  the  component)  and  complex  three
             dimensional geometry, all complicate the process of predicting fatigue crack growth in real
             word  applications. This paper  focuses on  some of these  complications (see also  [I]):  load
             spectrum  influence,  complex  three  dimensional  geometry,  fatigue  material  parameters
             assessment, mixed loading conditions and MSD conditions.
               A series of laboratory tests have been designed and implemented to assess fatigue material
             parameters and to evaluate three dimensional fatigue life prediction capabilities for a numerical
             life prediction code (BEASY), based on Dual Boundary Element Method (DBEM). With such
             code the  geometry of  the  test  specimen and  the  shapes of  evolving crack  fronts, are not
             restricted to the simplified  configurations found in the libraries of many commercial codes.
             Many complications were purposely minimised: initial crack sizes and loading were such that
             small  crack  and  threshold effects had  little  consequence on  the  propagation phenomena;
             environmental and microstructural effects were considered part of the experimental scatter.


             EXPERIMENTS
             Experimental fatigue tests were performed on complex geometry notched plates undergoing
             cyclic axial load. The crack initiation process and the crack propagation were monitored and a
             general traction load spectrum was applied on the specimen. Experimental crack growth rate
             and  crack  path  were  compared  with  those obtained with  a  numerical procedure based  on
             DBEM and  the correct simulation of the load  introduction to the specimen was checked by
             strain gauge measurements.


             Simple geometry cracked plates and two-dimensional crack propagation

             The  fatigue  data  necessary  for  the  numerical  analysis  were  previously  obtained  by
             experimental crack growth tests on simple geometry specimens [2]. All of the test aluminium
             alloy specimens described in this paper were manufactured from a single lot. The first part of
             the  fatigue experimental  tests  was  carried  out  on  3  simple notched  (hole/slut) specimens
             (Fig.  l), in such a way to work out, with statistical significance (for R=O. I),  the material fatigue
             parameters for crack growth simulation. The initial through the thickness notch was cut by a
             thin saw.
               The plate geometry as well as the whole testing procedure was consistent with the ASTM E
             647-91  specifications.  A  constant  amplitude  fatigue  traction  load  (P-=14   kN
             R=P,,JP-=O.   I) was applied by a servo-hydraulic machine (Instron 8502),  with a frequency
             f=5 Hz, at ambient temperature.
             During the  experimental fatigue test on simple specimens, crack length data, measured by
             optical systems, were recorded and used to work out, by analytical formula, the corresponding
             SIF’s (Stress Intensity Factors) and crack growth rates. The overall specimen size was chosen
             sufficiently large in order to get a mainly elastic behaviour, with plasticity effects confined to
             the final part of crack propagation, whose monitoring can start only after a pre-cracking phase,
             as prescribed by the ASTM E 647 standard.
               The observed rectilinear crack propagation path turned out to be consistent with symmetric
   353   354   355   356   357   358   359   360   361   362   363