dc.contributor.authorShao, Yong-Bo
dc.contributor.authorLi, Tao
dc.contributor.authorLie, Seng Tjhen
dc.contributor.authorChiew, Sing Ping
dc.date.accessioned2014-10-01T04:06:24Z
dc.date.available2014-10-01T04:06:24Z
dc.date.copyright2010en_US
dc.date.issued2010
dc.identifier.citationShao, Y. B., Li, T., Lie, S. T., & Chiew, S. P. (2011). Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading. Journal of constructional steel research, 67(1), 140-149.en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10220/23933
dc.description.abstractThe stiffness of hollow section tubular joints is weak in the chord radial direction, and thus failure frequently occurs at the weld toe in the form of brittle fracture caused by crack propagation due to cyclic loading. To avoid such brittle failure, the chord at the intersection can be reinforced by increasing the chord thickness. With the chord reinforced, the failure position can be transferred to the chord intersection, and hence the cracking along the weld toe is prevented. To verify the efficiency of the proposed reinforcing method, both experimental test and finite element analysis are carried out on reinforced and un-reinforced square tubular T-joints subjected to quasi-static cyclic loads. The hysteretic curves, ductility ratio, energy dissipation and failure mode of the two full-scale specimens are studied experimentally, and it is found that the hysteretic curves of both specimens are plump, which show the T-joints can absorb much energy when they are subjected to seismic action. However, the enclosed area of the hysteretic curves of the reinforced T-joint is larger than that of the un-reinforced specimen because the chord reinforcement can prevent the fracture failure as well as improving the bearing capacity. The failure performance of the reinforced and un-reinforced specimens also show that a T-joint with chord reinforcement is more advantageous in resisting seismic action. Finally, the effect of the reinforced chord length and thickness on the hysteretic behaviour of square tubular T-joints is also investigated from a parametric study.en_US
dc.format.extent9 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of constructional steel researchen_US
dc.rights© 2010 Elsevier Ltd.en_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleHysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loadingen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.jcsr.2010.08.001
dc.identifier.rims160171


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record