English version appendix to N 6 release_blrkuzadjzdt3j6gmnyxdjb3ju

by Tsuab Vestnik, V Oleg, Emil Kabantsev, Useinov

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The paper presents the failure analysis of masonry structural elements at different levels of adhesive strength between brick and mortar. A method is suggested to define the phase boundary between the elastic and plastic masonry deformation due to the increasing load. The calculation of and rationale for the masonry plastic properties are described for different levels of normal adhesion. The results of numerical analysis allow detecting the influence of adhesive strength on processes of plastic deformation and properties of masonry. Research results can be used to formulate the limit state criteria for the masonry exposed to lateral and seismic loads.
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Type  article-journal
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Year   2015
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