The tensile stiffness of a novel anchored blind-bolt component for moment-resisting connections to concrete-filled hollow sections

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The tensile stiffness of a novel anchored blind-bolt component for moment-resisting connections to concrete-filled hollow sections

The use of hollow section columns in steel construction is presently hindered by the lack of adequate connection technologies. Due to access constraints, standard bolting techniques are difficult to achieve, if not impossible without welding. As an alternative to welding, blind-bolting techniques we...

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Bibliographic Details
Main Author:	Pitrakkos, Theodoros
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2012
Subjects:	Tubular steel structures Bolted joints Concrete-filled tubes
Online Access:	https://eprints.nottingham.ac.uk/13937/

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