Numerical verification of stainless steel overall buckling curves

Petr Hradil; Asko Talja

doi:10.1016/j.tws.2014.01.011

Numerical verification of stainless steel overall buckling curves

Petr Hradil, Asko Talja

Research output: Contribution to journal › Article › Scientific › peer-review

8 Citations (Scopus)

Abstract

The introduction of new material grades or fabrication methods in engineering structures always raises concerns about the validity of current design rules, especially those based on earlier material or member testing. One of the fundamental structural checks is the overall stability of beams and columns. In this paper, a series of virtual buckling tests is calculated and compared to the Eurocode buckling curves. The main focus is on the applicability of ferritic steels that generally have different stress–strain behaviour than austenitic or duplex grades.

Original language	English
Pages (from-to)	52-58
Journal	Thin-Walled Structures
Volume	83
DOIs	https://doi.org/10.1016/j.tws.2014.01.011
Publication status	Published - Oct 2014
MoE publication type	A1 Journal article-refereed

Keywords

stainless steel
buckling
finite element method
stress-strain relation
regression

Access to Document

10.1016/j.tws.2014.01.011Licence: Unspecified

Cite this

@article{87de6a77feb549bda58047f3393d1cad,

title = "Numerical verification of stainless steel overall buckling curves",

abstract = "The introduction of new material grades or fabrication methods in engineering structures always raises concerns about the validity of current design rules, especially those based on earlier material or member testing. One of the fundamental structural checks is the overall stability of beams and columns. In this paper, a series of virtual buckling tests is calculated and compared to the Eurocode buckling curves. The main focus is on the applicability of ferritic steels that generally have different stress–strain behaviour than austenitic or duplex grades.",

keywords = "stainless steel, buckling, finite element method, stress-strain relation, regression",

author = "Petr Hradil and Asko Talja",

year = "2014",

month = oct,

doi = "10.1016/j.tws.2014.01.011",

language = "English",

volume = "83",

pages = "52--58",

journal = "Thin-Walled Structures",

issn = "0263-8231",

publisher = "Elsevier Ltd.",

}

TY - JOUR

T1 - Numerical verification of stainless steel overall buckling curves

AU - Hradil, Petr

AU - Talja, Asko

PY - 2014/10

Y1 - 2014/10

N2 - The introduction of new material grades or fabrication methods in engineering structures always raises concerns about the validity of current design rules, especially those based on earlier material or member testing. One of the fundamental structural checks is the overall stability of beams and columns. In this paper, a series of virtual buckling tests is calculated and compared to the Eurocode buckling curves. The main focus is on the applicability of ferritic steels that generally have different stress–strain behaviour than austenitic or duplex grades.

AB - The introduction of new material grades or fabrication methods in engineering structures always raises concerns about the validity of current design rules, especially those based on earlier material or member testing. One of the fundamental structural checks is the overall stability of beams and columns. In this paper, a series of virtual buckling tests is calculated and compared to the Eurocode buckling curves. The main focus is on the applicability of ferritic steels that generally have different stress–strain behaviour than austenitic or duplex grades.

KW - stainless steel

KW - buckling

KW - finite element method

KW - stress-strain relation

KW - regression

U2 - 10.1016/j.tws.2014.01.011

DO - 10.1016/j.tws.2014.01.011

M3 - Article

SN - 0263-8231

VL - 83

SP - 52

EP - 58

JO - Thin-Walled Structures

JF - Thin-Walled Structures

ER -

Numerical verification of stainless steel overall buckling curves

Abstract

Keywords

Access to Document

Fingerprint

Cite this