Web crippling of stainless steel cold-formed beams

Korvink, S. A.; Berg, Gérard J. van den; Merwe, Pieter van der

doi:10.1016/0143-974x(94)00026-e

Cited by 54 publications

(22 citation statements)

References 3 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Rasmussen [6] proposed that the strain hardening exponent n be determined on the basis of the 0.01% proof stress and 0.2. Based on tensile coupon data obtained from [7][8][9][10][11][12][13] Rasmussen [6] proposed Equation 6 for the determination of the additional strain hardening exponent m. …”

Section: Modified Ramberg-osgood Model Proposed By Mirambell and Realmentioning

confidence: 99%

Finite element modelling of structural stainless steel cross-sections

Ashraf

Gardner

Nethercot

2006

Thin-Walled Structures

150

View full text Add to dashboard Cite

show abstract

Section: Modified Ramberg-osgood Model Proposed By Mirambell and Realmentioning

confidence: 99%

Finite element modelling of structural stainless steel cross-sections

Ashraf

Gardner

Nethercot

2006

Thin-Walled Structures

150

View full text Add to dashboard Cite

show abstract

“…determination of residual stresses is based on the zero moment condition). Suitability of the proposed solution was verified by comparison with residual stress test data executed by Weng and White [52], Quach´s FEM solution [24] and Rossi et al´s numerical analysis [53]. They all aimed on the same case of the cold-bending for the comparison.…”

Section: Cold Bending Including Springbackmentioning

confidence: 99%

“…It leads to a non-deformed surface during each step of the cold-bending where zero final strains occur. Figure 5.10 Sheet under pure bending [24].…”

Section: Cold Bendingmentioning

confidence: 99%

See 1 more Smart Citation

12.20: Mechanical properties of cold‐formed stainless steel

Marik

Jandera

2017

ce papers

View full text Add to dashboard Cite

Stainless steel is a material of many specific properties, which significantly differs from carbon steel ones. One of the main attributes of all stainless steel grades that haven't been satisfactorily investigated is the significant change of stress‐strain behaviour due to cold‐forming in fabrication process of structural elements. In the last decades some proposals for the most basic material properties have been developed. However they don't predict the whole stress strain diagram. In the paper presented research involves testing programme focused on virgin and cold‐worked elements of four stainless steel grades: austenitic (1.4404), ferritic (1.4003), duplex (1.4462) and lean duplex (1.4162). Selected grades represent the most used families of stainless steel specified for structural purposes and used for section fabricating via cold‐forming. Gathered data together with other available experimental results serve as a base for analytical part of the research. The main output was establishment of an analytical solution for a stress‐strain diagram of a whole structural cross‐section represented by square and rectangular hollow sections. Further objective was to establish relationships for mechanical properties such as ductility or ultimate strength as these issues have not been sufficiently investigated before. Conclusions contribute to the common design of stainless steel structures and help to precise finite element analyses using enhanced properties of cold‐worked stainless steel.

show abstract

“…The suitability of this assumption was assessed by Korvink et al (1995) in the Rand Afrikaans University, where some discrepancies were observed.…”

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

View full text Add to dashboard Cite

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.

show abstract

Web crippling of stainless steel cold-formed beams

Cited by 54 publications

References 3 publications

Finite element modelling of structural stainless steel cross-sections

Finite element modelling of structural stainless steel cross-sections

12.20: Mechanical properties of cold‐formed stainless steel

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

Contact Info

Product

Resources

About