Behaviour of bolted cast iron joints

The structural testing and finite element (FE) analysis described in this paper were part of a major research project undertaken at Imperial College London to investigate the deformation of bolted segmental grey cast iron (GCI) tunnel linings. A key aim was to quantify how joints influence the behav...

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Veröffentlicht in:	Tunnelling and underground space technology 2017-09, Vol.68, p.113-129
Hauptverfasser:	Tsiampousi, Aikaterini, Yu, Jessica, Standing, Jamie, Vollum, Robert, Potts, David
Format:	Artikel
Sprache:	eng
Schlagworte:	Arches Bolted joints Cast iron Deformation Finite element analysis Finite element method Flanges Grey cast iron Instruments Iron Joint articulation Linings Mathematical analysis Segments Stiffness Studies Three dimensional models
Online-Zugang:	Volltext
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