The effect of cracks on the bearing capacity of masonry structures

dc.contributor.authorPopok, Karina
dc.date.accessioned2020-05-27T09:36:00Z
dc.date.available2020-05-27T09:36:00Z
dc.date.issued2016
dc.description.abstractThe research of the effect of different types of cracks in the elements on their bearing capacity according to the calculations by past and current codes – Building Regulations ІІ22-81 (SNiP ІІ-22-81) and State Building Codes of Ukraine V.2.6-162:2010 (DBN V.2.6- 162:2010) respectively, has been conducted. The effect of the three types of cracks in the masonry structures – through vertical (single, not the compressive overload ones), through horizontal and inclined ones along indents on the bearing capacity of masonry has been analyzed. The paper provides the numerical example in which the bearing capacity of the masonry pier in the initial state (before cracking) and after cracking has been analyzed according to the calculations by the above codes.uk_UA
dc.identifier.citationPopok K. The effect of cracks on the bearing capacity of masonry structures / K.Popok // Motrol commision of motorization and energetics in agriculture: an intern. j. on operation of farm and agri-food industry machinery / Polish Acad. of sciences, Univ. of eng. and econ. in Rzeszow; editor-in-chief E. Krasowski. - Lublin ; Rzeszow : Lira-K, : 2016.- Vol. 18, No 10 - P. 85 - 92 - Bibliogr. : 19 titl.uk_UA
dc.identifier.issn1730 - 8658
dc.identifier.urihttps://repositary.knuba.edu.ua/handle/987654321/4318
dc.language.isoenuk_UA
dc.publisherLira-Kuk_UA
dc.subjectmasonry structuresuk_UA
dc.subjectcracksuk_UA
dc.subjectbearing capacityuk_UA
dc.subjectcentral and eccentric compressionuk_UA
dc.subjectprincipal tensile stressesuk_UA
dc.subject.udc624.012.1:620.191uk_UA
dc.titleThe effect of cracks on the bearing capacity of masonry structuresuk_UA
dc.typeArticleuk_UA
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