An enhanced homogenization approach for masonry structures with compressible joints. Application to hearth thermomechanical computations
SUMMARY In this paper, a new homogenization‐based finite element model to compute masonry structures with compressible joints is proposed. It is an extension of the model proposed by De Felice et al. (Int. J. Numer. Anal. Meth. Geomech. 2010; 34(3):221–247) for dry block structures where strain hard...
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Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2012-06, Vol.36 (9), p.1102-1124 |
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Sprache: | eng |
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