This paper continues the critical discussion of the new shell model first explored in [1–3]. The adopted idealisation may be considered a natural two-dimensional generalisation of a beam model which proved successful in the analysis of mechanical impact problems. The satisfactory applicability of the model for engineering purposes is demonstrated on an elasto-plastic shell segment exposed to a detonation loading. In such dynamic situations, the model is used in conjunction with a purely explicit temporal algorithm. However, it has also been tested in static cases and also in dynamic examples computed with an implicit temporal algorithm. The authors conclude that the model is best suited for the original explicit dynamic algorithm. However, static considerations yield useful insights into the performance of the model. In particular, we note its close association with the finite difference scheme for triangular grids.
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