Techno Press
Techno Press

Steel and Composite Structures   Volume 24, Number 2, June10 2017, pages 201-211
DOI: http://dx.doi.org/10.12989/scs.2017.24.2.201
 
Experimental capacity of perforated cold-formed steel open sections under compression and bending
Maurizio Orlando, Giovanni Lavacchini, Barbara Ortolani and Paolo Spinelli

 
Abstract     [Full Text]
    This study evaluates the reliability of present European codes in predicting the collapse load of columns made with perforated cold-formed steel (CFS) profiles under combined axial load and bending. To this aim, a series of experimental tests on slender open-section specimens have been performed at varying load eccentricity. Preliminarily, stub column tests have also been performed to calculate the effective section properties of the investigated profile. By comparison of experimental data with code-specified M-N strength domains, the authors demonstrate that present code formulations may underestimate the collapse load of thin-walled perforated open sections. The study is the first step of a wider experimental and numerical study aimed at better describing strength domains of perforated CFS open sections.
 
Key Words
    industrial pallet racks; cold-formed steel; experimental tests; M-N strength domain; Eurocode 3
 
Address
(1) Maurizio Orlando, Paolo Spinelli:
Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta 3, 50139 Florence, Italy;
(2) Giovanni Lavacchini:
Studio Giovanni Lavacchini, Via IV Novembre 46/3, 50032 Borgo San Lorenzo (FI), Italy;
(3) Barbara Ortolani:
Via dell'Arcolaio 52, 50137 Florence, Italy.
 

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