Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/43706
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dc.contributor.authorLi, Zhiqiang-
dc.contributor.authorHe, Mingsheng-
dc.contributor.authorXia, Duotian-
dc.contributor.authorYuan, Kang-
dc.contributor.authorWang, Yushan-
dc.date.accessioned2018-03-08T09:38:48Z-
dc.date.available2018-03-08T09:38:48Z-
dc.date.issued2017-12-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://nopr.niscair.res.in/handle/123456789/43706-
dc.description484-490en_US
dc.description.abstractThis paper presents the results of experimental and analytical study on the mechanical behavior of grouted ceramisite concrete block masonry. 18 specimens subjected to compression and 24 specimens subjected to shear were tested to study the failure process and mechanical behavior of grouted ceramisite concrete block masonry. Test results showed that the failure process of composite block masonry was similar to the ordinary concrete hollow block masonry under compression, and showed obviously brittle failure mode under shear. However, the composite block masonry had better mechanical behavior and ductility. The theoretical analysis for compressive strength and shear strength of composite block masonry were included, which presented to guide future efforts on calculation.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJEMS Vol.24(6) [December 2017]en_US
dc.subjectHollow concrete block masonryen_US
dc.subjectCompressive strengthen_US
dc.subjectShear strengthen_US
dc.subjectFailure processen_US
dc.titleMechanical behavior of grouted ceramisite concrete block masonry: Experimental and analytical studyen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.24(6) [December 2017]

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