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Bolted connections for rectangular hollow sections under tensile loading [online]

Willibald, Silke

Abstract:

SUMMARY

The static strength of bolted, spliced connections for rectangular hollow sections under tensile loading is the topic of the presented study. A very common spliced connection type, the bolted flange-plate connection as well as a more recent connection type, the hidden joint connection have been studied. For clarity of presentation, the presented thesis has therefore been divided into two parts:
• Part I: Bolted flange-plate connections;
• Part II: Hidden joint connections.
Prying forces are the main concern with bolted flange-plate connections. Prying forces occur if the flange-plates lever against each other due to deformations of the plates under tensile loading. Depending on the bolt layout and flange-plate thickness, these prying forces can differ very significantly. Additionally, the formation of a complete yield line mechanism can also result in the collapse of connections with flexible flange-plates and strong bolts. Within the framework of the presented work, an experimental investigation with square and rectangular hollow sections has been carried out. State-of-the-art equipment has been used to record the load in ... mehr


Zugehörige Institution(en) am KIT Versuchsanstalt für Stahl, Holz und Steine (VAKA)
Publikationstyp Hochschulschrift
Jahr 2003
Sprache Englisch
Identifikator URN: urn:nbn:de:swb:90-AAA16720038
KITopen ID: 1672003
Erscheinungsvermerk Fak. f. Bauingenieur-, Geo- und Umweltwissenschaften, Diss. v. 23.5.2003.
Abschlussart Dissertation
Fakultät Fakultät für Bauingenieur- und Geowissenschaften (Fak. für Bauing.)
Institut Versuchsanstalt für Stahl, Holz und Steine (VAKA)
Prüfungsdaten Diss. v. 23.5.2003
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