Effect of thickness on the behaviour of axially loaded back-to-back cold-formed steel built-up channel sections - Experimental and numerical investigation

Structures ◽

10.1016/j.istruc.2018.09.009 ◽

2018 ◽

Vol 16 ◽

pp. 327-346 ◽

Cited By ~ 19

Author(s):

Krishanu Roy ◽

Tina Chui Huon Ting ◽

Hieng Ho Lau ◽

James B.P. Lim

Keyword(s):

Numerical Investigation ◽

Cold Formed Steel ◽

Axially Loaded

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NUMERICAL INVESTIGATION AND PARAMETRIC STUDY ON THE BEHAVIOUR OF AXIALLY LOADED BACK-TO-BACK GAPPED BUILT-UP COLD-FORMED STEEL CHANNELS

10.18057/icass2018.p.001 ◽

2018 ◽

Keyword(s):

Numerical Investigation ◽

Parametric Study ◽

Cold Formed Steel ◽

Axially Loaded

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Research on the elastic buckling of composite webs in cold-formed steel back-to-back built-up columns – Part I: Experimental and numerical investigation

Structures ◽

10.1016/j.istruc.2020.12.059 ◽

2021 ◽

Vol 30 ◽

pp. 115-133

Author(s):

Tianhua Zhou ◽

Yanchun Li ◽

Lujie Ren ◽

Liurui Sang ◽

Lei Zhang

Keyword(s):

Numerical Investigation ◽

Elastic Buckling ◽

Cold Formed Steel

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A Numerical Investigation on Cold-Formed Steel Bulit-up Back-to-Back Channel Stub Columns

Steel and Aluminium Structures ◽

10.3850/978-981-08-9247-0_rp063-icsas11 ◽

2011 ◽

Author(s):

T. C. H. Ting ◽

H. H. Lau

Keyword(s):

Numerical Investigation ◽

Cold Formed Steel ◽

Stub Columns

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Numerical Investigation on Cold-Formed Steel Web Stiffened Lipped Channel Columns Subjected to Local-Distortional Interaction Mode Buckling

Springer Proceedings in Materials - Advances in Materials Research ◽

10.1007/978-981-15-8319-3_61 ◽

2021 ◽

pp. 615-628

Author(s):

O. P. Deepak ◽

P. Aravinth

Keyword(s):

Numerical Investigation ◽

Interaction Mode ◽

Cold Formed Steel

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Numerical investigation and direct strength design of cold-formed steel lipped channel columns experiencing local–distortional–global interaction

Thin-Walled Structures ◽

10.1016/j.tws.2016.03.025 ◽

2016 ◽

Vol 105 ◽

pp. 231-247 ◽

Cited By ~ 18

Author(s):

D. Cava ◽

D. Camotim ◽

P.B. Dinis ◽

A. Madeo

Keyword(s):

Numerical Investigation ◽

Strength Design ◽

Cold Formed Steel

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Numerical Investigation of a Masonry Column Reinforced by the Helical Reinforcement

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.923.225 ◽

2014 ◽

Vol 923 ◽

pp. 225-228 ◽

Cited By ~ 2

Author(s):

Marek Jašek ◽

Lucie Mynarzová ◽

Jan Hurta ◽

Jiri Brozovsky

Keyword(s):

Numerical Analysis ◽

Numerical Investigation ◽

Civil Engineering ◽

Advanced Materials ◽

Masonry Structures ◽

Axially Loaded ◽

New Buildings ◽

Visual Changes

In recent years numerous advanced materials technologies have appeared in the market or have been developed for use in construction. In civil engineering there are also numerous fields of application for these materials, which can be used for construction of new buildings as well as for reparation and improvement of older structures. In many cases the helical reinforcement is used for the improvement and rehabilitation of masonry structures. This type of reinforcement offers several advantages. It requires only minimal changes of the existing masonry elements and it introduces no visual changes of the rehabilitated structure. In the paper a numerical analysis and an assessment are presented of such a helical reinforcement for the improvement of axially loaded masonry columns.

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