A Finite Element Model of a damaged Polymer Interleaved Composite (PIC) specimen was built by considering an initial translaminar crack in a CFRP ply, and cohesive zones across the neighbouring interleaves and interleaf/CFRP interfaces.
The advantages and limitations of each technique are illustrated by their application to determining the 3D ultrastructure of human blood platelets, by considering specimen geometry, specimen preparation, beam damage and image processing methods.
The constraint effects are investigated by considering specimens with two crack length to width ratios.
Unlike the conventional characterization where materials are characterized uniaxially, the technique identifies the elastic moduli by considering specimens on a continuum basis.
The investigation was carried out in laboratory by considering specimens, which were made of a plaster layer over a support of marble, brick, or tuff to simulate masonry structures.
Regional diversity was evaluated by considering specimens and sequences used in this study and previous studies on the Lepisorus clathratus complex [ 20- 22].
The numerical simulation is carried out by considering specimen size, area fraction of coarse aggregate and porosity on the nominal tensile strength of concrete, and corresponding fitting formulas are proposed.
By considering the specimens, it is observed that C-Cross, CB 200, and C 2 IPE sections (which both have the same cross-sectional area) have the higher moment of inertia, respectively.
In particular, the PCDFF is derived in two cases: (a) by considering the specimens subjected to the above three loading conditions separately (GPA single application); (b) by collecting both the specimens subjected to tension and those subjected to three-point bending in order to constitute a unique set (GPA joint application).
If only 40 follicles per piece were measured (all other specimens) the CFN was extrapolated by considering the number of sections to view 30 primordial follicles.
