“…In reality, the effects of finite joint geometry, friction between the bolt and hole and bolt clamp-up can only really be treated rigorously within a finite element framework and most strength prediction methods are therefore based on FEA, either two-dimensional or (in a relatively limited number of studies) three-dimensional. Chang et al, [4] carried out a number of studies on composite bolted joints and applied the concept of the Whitney-Nuismer characteristic distances for open holes to strength prediction for a bolted joint. In formulating their model, they assumed a co-sinusoidal distribution of radial stress (from the bolt) on the inner surface of the hole and suggested that the characteristic distance (over which a failure criterion, in their case Yamada-Sun [5], has to be satisfied) varied from a critical tensile value at the location corresponding to net-tension failure to a critical compressive value at the location immediately beneath the bolt, corresponding to failure in bearing.…”