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dc.contributor.authorDai, Xianghe*
dc.contributor.authorLam, Dennis*
dc.contributor.authorSaveri, E.*
dc.date.accessioned2016-09-21T15:37:35Z
dc.date.available2016-09-21T15:37:35Z
dc.date.issued2015
dc.identifier.citationDai X, Lam D and Saveri E (2015) Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors. Journal of Structural Engineering. 141(11): article number 04015025.
dc.identifier.urihttp://hdl.handle.net/10454/9137
dc.descriptionNo
dc.description.abstractIn this paper, a group of demountable shear connectors have been developed and tested to assess their potential and suitability in terms of replacing welded shear studs. The experiments showed that these demountable shear connectors can be easily demounted after testing and have similar capacity and behavior to those of welded shear connectors. After the numerical simulation method had been validated against experimental observation, a parametric study was carried out to understand the effect of concrete grades and stud collar sizes on the shear resistance of demountable shear connections. Simple design calculation methods for welded shear connections or anchoring connections provided in European and American standards were checked to the suitability for assessment of this headed demountable shear connector. (C) 2015 American Society of Civil Engineers.
dc.relation.isreferencedbyhttp://dx.doi.org/10.1061/(Asce)St.1943-541x.0001267
dc.titleEffect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors
dc.status.refereedYes
dc.date.Accepted2015-01-06
dc.date.application2015-02-17
dc.typeArticle
dc.type.versionNo full-text in the repository


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