Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
AbstractT- or X-shape joints are the predominant member connections used for orthogonal plane frames. When rectangular hollow sections (RHS) are used as frame members, experiments show that the most common mode of joint failure is the push-pull local mechanism. This arises in the contact flange and webs of the column member.Over 250 such connections have been tested internationally and some of the theoretical estimations of the joints' resistance are available. On this basis design methods are suggested. The comparison between the actual and predicted strength of joints is given. A regression analysis has been used to obtain the design load.
AbstractT- or X-shape joints are the predominant member connections used for orthogonal plane frames. When rectangular hollow sections (RHS) are used as frame members, experiments show that the most common mode of joint failure is the push-pull local mechanism. This arises in the contact flange and webs of the column member.Over 250 such connections have been tested internationally and some of the theoretical estimations of the joints' resistance are available. On this basis design methods are suggested. The comparison between the actual and predicted strength of joints is given. A regression analysis has been used to obtain the design load.
Beam-column welded RHS connections
Szlendak, J. (Autor:in)
Thin-Walled Structures ; 12 ; 63-80
25.04.1989
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Test results on beam-to column welded connections
British Library Conference Proceedings | 1999
|Welded Interior Box-Column to I-Beam Connections
Online Contents | 1995
|Cyclic Behaviour of Beam-To-Column Welded Connections
British Library Conference Proceedings | 1999
|Welded Interior Box-Column to I-Beam Connections
British Library Online Contents | 1995
|Fracture Toughness Demands in Welded Beam-Column Moment Connections
British Library Online Contents | 2000
|