Plastic buckling of tubes under axial compression and internal pressure

Paquette, Joshua; Kyriakides, Stelios

doi:10.1016/j.ijmecsci.2006.03.003

Cited by 84 publications

(37 citation statements)

References 4 publications

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“…A brief review of the previous relevant studies is described below. Stub column [2][3][4][5][6][7][8][9][10][11][12] and fourpoint bending [4,13,14] tests have been conducted on stainless steel CHS of varying crosssection classes to investigate their cross-sectional load-carrying and deformation capacities under pure compression and bending. New slenderness limits for the classification of CHS were proposed by Gardner et al [15], which lead to more accurate section capacity predictions than with current codified limits.…”

Section: Introductionmentioning

confidence: 99%

Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling

Zhao

Gardner

Young

2016

Thin-Walled Structures

109

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Section: Introductionmentioning

confidence: 99%

Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling

Zhao

Gardner

Young

2016

Thin-Walled Structures

109

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“…The cylindrical specimens tested were geometrically very similar to those used in the cyclic tests carried out by Limam et al [2], Jiao and Kyriakides [1] and monotonic tests conducted by Paquette and Kyriakides [4]. These researchers, however, did not include corrosion or geometrical defects in their experiments.…”

Section: Experimental Programmentioning

confidence: 99%

“…Paquette and Kyriakides [4] experimentally and analytically studied the plastic buckling and collapse of long steel cylinders under combined internal pressure and axial compression. Bardi and Kyriakides [5,6] presented the results of an experimental study on stainless steel specimens with diameter-to-thickness ratios of 23 to 52.…”

Section: Introductionmentioning

confidence: 99%

Strain ratcheting of steel tubulars with a rectangular defect under axial cycling: A numerical modeling

Zeinoddini

Peykanu

2011

Journal of Constructional Steel Research

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“…Previous experimental and numerical studies into the behaviour and design of circular hollow section structural members have been carried out, aiming at verifying their performance under varying loading conditions, assessing the efficiency of the established design codes, and developing more economic design approaches. A series of stub column [1][2][3][4][5][6][7][8][9][10] and bending [3,11,12] tests have been performed on CHS of varying cross-section classes, in order to investigate their local buckling behaviour and the corresponding loading-carrying and deformation capacities under isolated loading conditions. Zhao et al [13] conducted a comprehensive experimental programme on eccentrically loaded stub columns to study the structural performance of stainless steel CHS subjected to combined axial load and bending moment.…”

Section: Introductionmentioning

confidence: 99%

Testing and numerical modelling of austenitic stainless steel CHS beam–columns

Zhao

Gardner

Young

2016

Engineering Structures

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This paper presents a comprehensive experimental and numerical study of the global stability of stainless steel circular hollow section (CHS) structural members subjected to combined axial load and bending moment. The experimental investigation, which was carried out on two grade 1.4301 austenitic stainless steel cross-section sizes (CHS 60.5×2.8 and CHS 76.3×3), included material coupon tests, initial geometric measurements, two column tests, and ten beam-column tests. The test results were employed in a parallel numerical simulation programme for the validation of finite element (FE) models, by means of which a series of parametric studies were carried out to extend the available results over a wider range of cross-section sizes, member lengths and loading combinations. The experimentally and numerically derived data were used to assess the structural performance of CHS beamcolumns and to determine the accuracy of the current design provisions given in the European code, American specification, Australian/New Zealand standard, and other recent proposed approaches. Generally, all the existing design methods were shown to yield a high degree of Zhao, O., Gardner, L., & Young, B. (2016). Testing and numerical modelling of austenitic stainless steel CHS beam-columns. Engineering Structures, 111,[263][264][265][266][267][268][269][270][271][272][273][274] scatter in the prediction of beam-column strength, with both conservative and over-predicted capacities. The scatter was attributed mainly to inaccurate predictions of the column buckling and bending end points of the design beam-column interaction curves (i.e. member strengths under pure compression and pure bending, respectively) and inaccurate interaction factors.The development of improved provisions for the design of stainless steel circular hollow section beam-columns is currently underway.

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Plastic buckling of tubes under axial compression and internal pressure

Cited by 84 publications

References 4 publications

Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling

Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling

Strain ratcheting of steel tubulars with a rectangular defect under axial cycling: A numerical modeling

Testing and numerical modelling of austenitic stainless steel CHS beam–columns

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