Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/149001
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dc.contributor.authorKho, Williamen_US
dc.date.accessioned2021-05-11T03:59:14Z-
dc.date.available2021-05-11T03:59:14Z-
dc.date.issued2021-
dc.identifier.citationKho, W. (2021). Analytical study of UHPC beam using truss model. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/149001en_US
dc.identifier.urihttps://hdl.handle.net/10356/149001-
dc.description.abstractUltra High Performance Concrete (UHPC) is an advanced concrete material with exceptionally high performance. Its exceedingly high performance is not limited to mechanical properties such as compressive strength and tensile strength. One of UHPC main materials is steel fiber which is used to increase tensile strength and tensile ductility. The advantage of UHPC tensile behavior is useful in many applications, where one of such application is on shear resistance of concrete structures. In reinforced concrete (RC) beam, steel stirrup is normally used to provide shear resistance. However, shear capacity is limited up to the maximum amount of stirrup provided. In this study, a truss model analogy is proposed to study the shear behavior of UHPC beams with shear span-to-depth ratio at least 2.0. The proposed truss model is based on variable angled truss model where UHPC tensile behavior is included into some of the tensile members of the truss model, especially the vertical truss members. The truss model is then validated with UHPC beam experimental result collected from literatures. After validation, a parametric study is conducted using 4 different variables namely shear span-to-depth ratio, UHPC compressive strength, longitudinal bottom rebar ratio, and steel fiber content. Steel fiber content is the main variable in this parametric study. Lastly, an equation is proposed to predict the shear capacity of UHPC beam. This study aims to propose a good prediction of truss model and a good shear capacity prediction equation, which ultimately answers “how much equivalent stirrup can UHPC provide as substitution?”en_US
dc.language.isoenen_US
dc.publisherNanyang Technological Universityen_US
dc.relationST-40en_US
dc.subjectEngineering::Civil engineeringen_US
dc.titleAnalytical study of UHPC beam using truss modelen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorLi Bingen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
dc.contributor.supervisoremailCBLi@ntu.edu.sgen_US
item.grantfulltextrestricted-
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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