Theorems for masonry solids with brittle time-decaying tensile limit strength
Sign Up to like & getrecommendations! 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… read more here.
Keywords: tensile strength; strength; limit; masonry solids ... See more keywords