New prediction model for failure of steel sheeting subject to concentrated load (web crippling) and bending

Hofmeyer, H.; Kerstens, J.G.M.; Snijder, H.H.; Bakker, M.C.M.

doi:10.1016/s0263-8231(01)00032-5

Cited by 24 publications

(16 citation statements)

References 4 publications

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“…Experiments [43] showed that the elastic deformation of the compressed flange was always such that the relevant part of it could be modelled by a square element, shown shaded in Fig. 2, starting at a distance of 0.25 times the flange width to the concentrated load application.…”

Section: Thin-walled Structuresmentioning

confidence: 99%

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Analytical and finite element modelling of long plate mode jumping behaviour

Hofmeyer¹,

Courage²

2013

Thin-Walled Structures

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Section: Thin-walled Structuresmentioning

confidence: 99%

“…1b clearly shows that the procedure in the current design codes is a combination of several procedures, both semi-analytical and curve-fitting, and it is not based directly on the occurring failure modes. Therefore, the ultimate failure model was developed [43], conceptually presented in Fig. 2 showing a part of the compressed flange.…”

Section: Introductionmentioning

confidence: 99%

Analytical and finite element modelling of long plate mode jumping behaviour

Hofmeyer¹,

Courage²

2013

Thin-Walled Structures

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“…These boundary conditions correspond to the boundary conditions usually used for the modeling of compression flanges in thinwalled steel deck sections. The reason to choose these boundary conditions is that the research described in this paper is part of a research project on the strength of cold-formed deck sections subjected to the combined action of bending moment and concentrated load [6]. The concentrated load causes deformations of the compression flange, which may be quite large.…”

Section: Finite Element Simulationsmentioning

confidence: 99%

Prediction of the elasto-plastic post-buckling strength of uniformly compressed plates from the fictitious elastic strain at failure

Bakker

Rosmanit

Hofmeyer

2009

Thin-Walled Structures

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“…Relevant research includes the studies performed by Baehre (1975), Hetrakul and Yu (1978), Wing (1981), Packer (1984), Santaputra et al (1989), Studnicka (1990), Bhakta et al (1992), Prabhakaran (1993), Cain et al (1995), and Gerges (1997). In parallel with these studies on carbon steel, research was also conducted by Tsai (1987), Bakker and Stark (1994), Hancock (1992, 1995), Hofmeyer et al (2001) and Young and Hancock (2001) where analytical models for various types of cross-sections are proposed.…”

Section: Introductionmentioning

confidence: 99%

Statistical evaluation of a new resistance model for cold-formed stainless steel cross-sections subjected to web crippling

Bock

Real

2015

Int J Steel Struct

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This paper presents a statistical evaluation according to Annex D of EN 1990(2002 of a new resistance function for web crippling design of cold-formed stainless steel crosssections. This resistance function was derived in Bock et al. (2013) through the use of carefully validated numerical models with the aim to propose a design expression for stainless steel sections, which are currently designed following the provisions for coldformed carbon steel sections given in EN 1993EN -1-3 (2006. Although it was shown that the proposed design equation is appropriate for application to various stainless steels, the statistical uncertainties in material properties that the different types of stainless steels exhibit require an assessment of various partial safety factors. The statistical assessment showed that the proposed resistance function by Bock et al. (2013) requires adjustment to satisfy the safety level set out in EN 1993-1-4 (2006); A recalibration is performed herein. The web crippling design provisions given in EN 1993EN -1-3 (2006 and SEI/ASCE 8-02 (2002) American standard for application to stainless steel are also statistically evaluated herein. Comparison with test and numerical data showed that the predictions of the recalibrated resistance function are better suited and consistent than existing design provisions.

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New prediction model for failure of steel sheeting subject to concentrated load (web crippling) and bending

Cited by 24 publications

References 4 publications

Analytical and finite element modelling of long plate mode jumping behaviour

Analytical and finite element modelling of long plate mode jumping behaviour

Prediction of the elasto-plastic post-buckling strength of uniformly compressed plates from the fictitious elastic strain at failure

Statistical evaluation of a new resistance model for cold-formed stainless steel cross-sections subjected to web crippling

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