Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/52873
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dc.contributor.authorWong, Woei.
dc.date.accessioned2013-05-29T01:52:05Z
dc.date.available2013-05-29T01:52:05Z
dc.date.copyright2013en_US
dc.date.issued2013
dc.identifier.urihttp://hdl.handle.net/10356/52873
dc.description.abstractImpact loading on reinforced concrete structure has been an important topic for many decades. The study described in this report including assessment of numerical analysis by using FEM software, LS-DYNA on a set of experimental results and efforts on finding the relationship between maximum mid-span displacement, maximum load, and input energy over static shear or bending capacity. Maximum mid-span displacement can be roughly predicted by using the proposed equation method. Asides from that, two empirical formulas for impact resistant design procedure of shear and flexural failure type reinforced concrete beam are derived. By using these equations, the required static bending or shear capacity of an RC beam may be determined by specifying the limit state of maximum mid-span deflections and input impact energy. Recommendation for future research on impact loading is included at the end of the report.en_US
dc.format.extent81 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleBehaviour of reinforced concrete beam under drop-weight impact loadingen_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
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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