Influence of the chord bending on the ultimate capacity of RHS-T joint

Conference · Sun Dec 31 00:00:00 EST 1995

OSTI ID:264123

Yu, Y; Wardenier, J ^[1]

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1. Delft Univ. of Technology (Netherlands)

Using FE technique, an extensive parameter study is carried out in order to investigate the influence of the chord bending moment on the ultimate axial load capacity of T-joint in RHS. By separating the effect of chord bending moment from the effect of concentrated load, failure of T-Joint in RHS can be described in a clear manner. Using the regression analysis, an interaction formula between the ultimate axial load capacity and the chord bending moment has been obtained which will form a basis for the investigation into the behavior of multiplanar T-joints and the behavior of multiplanar X-joints in RHS.

• OSTI ID: 264123
• Report Number(s): CONF-950604-; ISBN 1-880653-20-6; TRN: IM9633%%57
• Resource Relation: Conference: 5. international conference on offshore and polar engineering, The Hague (Netherlands), 11-15 Jun 1995; Other Information: PBD: 1995; Related Information: Is Part Of Proceedings of the fifth (1995) international offshore and polar engineering conference. Volume 4; Dos Santos, J.F. [ed.] [GKSS Forschungszentrum Geesthacht (Germany)]; Langen, I. [ed.] [Hogskole i Stavanger (Norway)]; Ellinas, C.P. [ed.] [Advanced Mechanics and Engineering, Croydon (United Kingdom)]; Ueda, Yukio [ed.] [Osaka Univ. (Japan). Welding Research Inst.]; PB: 574 p.
• Country of Publication: United States
• Language: English

Related Subjects

42 ENGINEERING NOT INCLUDED IN OTHER CATEGORIES
OFFSHORE PLATFORMS
JOINTS
ULTIMATE STRENGTH
FAILURE MODE ANALYSIS
BENDING
MATERIALS TESTING
RESPONSE FUNCTIONS
MECHANICAL PROPERTIES