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HOLLOW SECTIONS IN STRUCTURAL APPLICATIONS

HOLLOW SECTIONSIN STRUCTURAL APPLICATIONSby J. Wardenier&RPLWp,QWHUQDWLRQDOSRXUOH'pYHOR SSHPHQWHWO (WXGHGHOD&RQVWUXFWLRQ7 XEXODLUH"Copy free of charge - for educational purposes only"- i - HOLLOW SECTIONS in STRUCTURAL J. WardenierDelft University of TechnologyThe NetherlandsComit International pour le D veloppementet l'Etude de la Construction Tubulaire"Copy free of charge - for educational purposes only"- ii -5 HYLHZ&RPPLWWHH5 HYLHZ& G. Y. E. J. RondalBelgiumMr J. OcioSpain&KDLUPDQ &,'(&73 URPRWLRQV*URXSMr.))

9. Welded connections between rectangular hollow sections 9.1 Introduction 9.2 Modes of failure 9.3 Analytical models 9.4 Experimental and numerical verification 9.5 Basic joint strength formulae 9.6 Evaluation to design rules 9.7 Other types of joints or other load conditions 9.8 Design charts 9.9 Concluding remarks 10. Welded connections ...

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  Applications, Design, Section, Connection, Structural, Hollow, Welded, Welded connections, Hollow sections in structural applications

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