However, enhanced radiation load in e.g. vicinity of gas jet entry is an issue for ITER design that can be addressed numerically.
Over the last decades, this problem has been addressed numerically using the simplistic beam on Winkler foundation and the more complex continuum model.
The problem of studying fire resiliency in reinforced concrete (RC) beams strengthened with CFRP composites and subjected to bottom and top fire has been addressed numerically by the authors and co-workers (Hawileh et al. 2009, 2011; Naser et al. 2014, 2015).
The limit case corresponding to vanishing characteristic scale lengths is addressed both numerically and analytically by means of a comparison with classical elasticity results.
The behavior of concrete slabs reinforced with FRP bars or grids, in concrete buildings subjected to fire loading, is addressed experimentally and numerically in a two-part paper (Nigro et al. 2011a, b).
The delamination problem is addressed both analytically and numerically, while considering the interfaces as an assemblage of two sublaminates partly bonded together by an elastic interface.
The so-called Couplet–Heyman problem, of finding the minimum thickness of a circular masonry arch with general angle of embrace standing under self-weight, is addressed, both analytically and numerically.
While the transient behavior can be addressed only numerically, a steady state is described in detail by closed-form relationships.
The interactions of electro-elastic fields with voids and cracks contained in a piezoelectric solid are addressed both in closed form and numerically.
Therefore, the issues involved in simulating such boundary condition numerically in frequency and time domain analyses have been addressed.
