Strength domain of non-periodic masonry by homogenization in generalized plane state
This paper deals with the evaluation of the strength domain for non-periodic masonry using a random media micromechanical approach. The generalized plane state formulation is used in order to more accurately describe the masonry behavior and failure criteria proposed in literature. Considering the m...
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Veröffentlicht in: | European journal of mechanics, A, Solids A, Solids, 2011-03, Vol.30 (2), p.113-126 |
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Sprache: | eng |
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