Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
SCF equations for DT/X square-to-round tubular joints
AbstractA parametric stress analysis of DT/X square-to-round tubular joints subjected to axial loads and in-plane and out-of-plane bending moments has been performed using the finite element technique in order to provide a sound basis for using such sections in the design of complex structures. The results of this analysis are presented as a set of equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. A comparison is made between the results obtained for square-to-round tubular joints and those obtained for round-to-round tubular joints by other researchers. In general, the stress concentration factors for square-to-round tubular joints are generally lower than those of the corresponding round-to-round tubular joints when the joints are subject to axial loads and out-of-plane bending moments. But the reverse is true when the joints are subject to in-plane bending moments.
SCF equations for DT/X square-to-round tubular joints
AbstractA parametric stress analysis of DT/X square-to-round tubular joints subjected to axial loads and in-plane and out-of-plane bending moments has been performed using the finite element technique in order to provide a sound basis for using such sections in the design of complex structures. The results of this analysis are presented as a set of equations expressing the stress concentration factor as a function of the relevant geometric parameters for various loading conditions. A comparison is made between the results obtained for square-to-round tubular joints and those obtained for round-to-round tubular joints by other researchers. In general, the stress concentration factors for square-to-round tubular joints are generally lower than those of the corresponding round-to-round tubular joints when the joints are subject to axial loads and out-of-plane bending moments. But the reverse is true when the joints are subject to in-plane bending moments.
SCF equations for DT/X square-to-round tubular joints
Soh, Ai-Kah (Autor:in) / Soh, Chee-Kiong (Autor:in)
Journal of Constructional Steel Research ; 19 ; 81-95
04.03.1991
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Stress Concentrations in DT-X Square-to-Square and Square-to-Round Tubular Joints
| Online Contents | 1994
Stress Concentration Factors of DK Square-to-Square Tubular Joints
| Online Contents | 1995
Fire resistance for square tubular joints with and without chord reinforcement
| British Library Conference Proceedings | 2012