Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/3062
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dc.contributor.advisorGerges, Najib N.en_US
dc.contributor.authorKamareddine, Ramzien_US
dc.contributor.authorBernard, Mahmouden_US
dc.date.accessioned2020-12-23T14:33:04Z-
dc.date.available2020-12-23T14:33:04Z-
dc.date.issued2012-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/3062-
dc.descriptionIncludes bibliographical references (p. 38).en_US
dc.descriptionSupervised by Dr. Najib Gerges.en_US
dc.description.abstractThe purpose of this study is to associate the compressive strength of concrete (fc) with the splitting tensile strength of concrete (t) where a construction joint exists, and come up with an equation relating t to fc. The American Society for Testing and Materials (ASTM) and the American Concrete Institute code (ACI 318-08) provides us with the testing methods and standards, as well as theoretical and experimental formulas for our use. The formulas provided to us are for the correlation of t to fc. Never the less they are suggested for concrete specimens, who are monolithic, meaning that the specimens do not contain joints. This equation would prove useful for knowing the reduction in the splitting tensile strength of concrete with the existence of a construction joint. It is well known that construction joints are used in every concrete structure, which tells us that engineers would definitely benefit from an equation that could relate the splitting tensile strength of concrete in function of its compressive strength. The results suggest that the reduction in the splitting tensile strength in the presence of a construction joint is not as much as most engineers tend to believe. Due to that belief, most engineers tend to overdesign for steel reinforcement at those joints to compensate for this reduction. Our aim is to better the understanding of the effects of a construction joint on the splitting tensile strength. And hopefully this will help engineers in their design calculations, therefore reducing the amount of steel reinforcement at the joints. Thus also leading to cost saving on projects.en_US
dc.description.statementofresponsibilityBy Ramzi Kamareddine, Mahmoud Bernarden_US
dc.format.extentx, 39 p. :ill., tables ;30 cmen_US
dc.language.isoengen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subject.lcshConcrete construction--Joints--Testingen_US
dc.titleEffect of construction joints on the splitting tensile strenght of concreteen_US
dc.typeProjecten_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2012-07-04-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=http://olib.balamand.edu.lb/projects_and_theses/GP-Civ-97.pdfen_US
dc.identifier.OlibID127801-
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
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