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Published in 2017 at "Acta Mechanica"
DOI: 10.1007/s00707-016-1722-2
Abstract: In this paper, we introduce a phenomenological model approximating the behaviour of masonry structures, which is based on a low-tension elastic–brittle (EB) assumption with evolutionary tensile behaviour. The EB model is conceived by embedding a…
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Keywords:
tensile strength;
strength;
limit;
masonry solids ... See more keywords