Properties of Non-Autoclaved Cellular Concrete under Pure Shear Conditions

Simple item page
dc.creatorRashitovich, Urinov Jamol
dc.creatorAzimovich, Sharipov Akmal
dc.creatorAbrorovna, Ahatova Dilfuza
dc.date2023-04-13
dc.date.accessioned2023-08-21T13:12:02Z
dc.date.available2023-08-21T13:12:02Z
dc.descriptionThe results are presented and the analysis experimentally established that the shear modulus of non-autoclaved aerated concrete, established by experiments under pure shear conditions, is 1200 MPa, which is GB=0.41EB. The strength of non-autoclaved aerated concrete with biaxial “compression-compression” increases. The largest increase is 20% with the ratio of the main compressive stresses of 0.4-0.6, and with uniform compression this increase is 8 - 10%. It was experimentally established that the strength of non-autoclaved non-autoclaved aerated concrete with biaxial “compression-tension” is 13.5 % lower than with axial tension.en-US
dc.formatapplication/pdf
dc.identifierhttps://procedia.online/index.php/philosophy/article/view/527
dc.identifier.urihttp://dspace.umsida.ac.id/handle/123456789/23663
dc.languageeng
dc.publisherProcedia Publish Groupen-US
dc.relationhttps://procedia.online/index.php/philosophy/article/view/527/468
dc.sourceProcedia of Philosophical and Pedagogical Sciences; Vol. 2 No. 4 (2023): Procedia of Philosophical and Pedagogical Sciences; 66-71en-US
dc.source2795-546X
dc.subjecttestsen-US
dc.subjectloaden-US
dc.subjectnon-autoclaveen-US
dc.subjectvaluesen-US
dc.subjectaerated concreteen-US
dc.subjectexperimenten-US
dc.subjectstrengthen-US
dc.titleProperties of Non-Autoclaved Cellular Concrete under Pure Shear Conditionsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US
Files
Collections
Procedia of Philosophical and Pedagogical Sciences