Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74265
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dc.titleNovel sandwich composite structures
dc.contributor.authorRichard Liew, J.Y.
dc.contributor.authorWang, T.Y.
dc.date.accessioned2014-06-19T05:50:54Z
dc.date.available2014-06-19T05:50:54Z
dc.date.issued2007
dc.identifier.citationRichard Liew, J.Y.,Wang, T.Y. (2007). Novel sandwich composite structures. Proceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007 1 : 395-403. ScholarBank@NUS Repository.
dc.identifier.isbn0908694547
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74265
dc.description.abstractSandwich composite structure is gaining ground in wide scope of applications. If a structure is potentially subject to significant bending moment, cyclic loading and large impact loading arising from hazardous environment, the proposed steel-concrete-steel sandwich system serves as an appealing alternative to existing stiffened steel plate structures. This paper describes the research and development work on a novel sandwich composite structure system which can be utilized in civil and offshore engineering. Various aspects are discussed. These include new mechanical shear connector and/or chemical methods to ensure the composite act between steel face plates and concrete core, lightweight or high strength concrete tailored for different applications.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleProceedings of 8th Pacific Structural Steel Conference - Steel Structures in Natural Hazards, PSSC 2007
dc.description.volume1
dc.description.page395-403
dc.identifier.isiutNOT_IN_WOS
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