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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/4180
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dc.contributor.authorKumar, Manoj-
dc.contributor.authorMuthukumar, G.-
dc.date.accessioned2022-04-12T08:58:25Z-
dc.date.available2022-04-12T08:58:25Z-
dc.date.issued2014-
dc.identifier.urihttp://koreascience.or.kr/article/JAKO201435648477960.page-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/4180-
dc.description.abstractConcrete is a versatile construction material used in many engineering structures. The design of concrete structures requires a thorough understanding of their material properties under various loading conditions. Several experimental investigations have been carried out to examine the behavior of concrete. This paper is an attempt to summarize the behavioral aspects of concrete under different loading conditions. Failure models developed out of these experimental investigations are reported in this paper with their merits and demerits.en_US
dc.language.isoenen_US
dc.publisherKorea Institute of Science and Technology Informationen_US
dc.subjectCivil Engineeringen_US
dc.subjectFailure criteriaen_US
dc.subjectConcreteen_US
dc.subjectUniaxialen_US
dc.subjectBiaxialen_US
dc.subjectTriaxialen_US
dc.titleFailure criteria of concrete- A reviewen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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