Publication:
Shear strength of palm oil clinker concrete beams

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dc.citedby28
dc.contributor.authorMohammed B.S.en_US
dc.contributor.authorFoo W.L.en_US
dc.contributor.authorHossain K.M.A.en_US
dc.contributor.authorAbdullahi M.en_US
dc.contributor.authorid57203590522en_US
dc.contributor.authorid55501970000en_US
dc.contributor.authorid8382970100en_US
dc.contributor.authorid57211016458en_US
dc.date.accessioned2023-12-29T07:44:09Z
dc.date.available2023-12-29T07:44:09Z
dc.date.issued2013
dc.description.abstractThis paper presents experimental results on the shear behavior of reinforced concrete beams made of palm oil clinker concrete (POCC). Palm oil clinker (POC) is a by-product of palm oil industry and its utilization in concrete production not only solves the problem of disposing this solid waste but also helps to conserve natural resources. Seven reinforced POCC beams without shear reinforcement were fabricated and their shear behavior was tested. POCC has been classified as a lightweight structural concrete with air dry density less than 1850kg/m3 and a 28-day compressive strength more than 20MPa. The experimental variables which have been considered in this study were the POCC compressive strength, shear span-depth ratio (a/d) and the ratio of tensile reinforcement (?). The results show that the failure mode of the reinforced POCC beam is similar to that of conventional reinforced concrete beam. In addition, the shear equation of the Canadian Standard Association (CSA) can be used in designing reinforced POCC beam with ??1. However, a 0.5 safety factor should be included in the formula for ?<1. � 2012 Elsevier Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.matdes.2012.10.021
dc.identifier.epage276
dc.identifier.scopus2-s2.0-84869988419
dc.identifier.spage270
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84869988419&doi=10.1016%2fj.matdes.2012.10.021&partnerID=40&md5=4dcb73dc878c0c22bea11135ef1d270a
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30046
dc.identifier.volume46
dc.pagecount6
dc.sourceScopus
dc.sourcetitleMaterials and Design
dc.subjectCompressive strength
dc.subjectConcrete beams and girders
dc.subjectConservation
dc.subjectReinforced concrete
dc.subjectSafety factor
dc.subjectSolid wastes
dc.subjectTensile strength
dc.subjectVegetable oils
dc.subjectAir-dry density
dc.subjectConcrete beam
dc.subjectConcrete productions
dc.subjectLightweight structural concretes
dc.subjectPalm oil
dc.subjectReinforced concrete beams
dc.subjectShear behavior
dc.subjectShear reinforcement
dc.subjectSpan-depth ratio
dc.subjectTensile reinforcement
dc.subjectReinforcement
dc.titleShear strength of palm oil clinker concrete beamsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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