Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10

Ulrike Kuhlmann; Martin Mensinger; Jörg Frickel; Vahid Pourostad; Joseph Ndogmo

doi:10.1002/stab.201710529

Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10

Translated title of the contribution: Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10: Nachweis nach DIN EN 1993-1-5 Abschnitt 10

Ulrike Kuhlmann, Martin Mensinger, Jörg Frickel, Vahid Pourostad, Joseph Ndogmo

Chair of Metal Structures

Research output: Contribution to specialist publication › Article

6 Scopus citations

Abstract

Buckling panels under multiaxial stress – Verification according to DIN EN 1993-1-5 chapter 10. This paper focuses on the buckling verification of panels acc. to DIN EN 1993-1-5 chapter 10. The procedure and the buckling verification are explained in detail. Additionally, a flowchart for the application of the reduced stress method is presented. Subsequently, open questions regarding the buckling verification are listed and recommendations and clarifications are given. An example of a panel under multiaxial stresses is calculated in order to show the verification and the application of the conclusions.

Translated title of the contribution	Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10: Nachweis nach DIN EN 1993-1-5 Abschnitt 10
Original language	English
Pages	917-931
Number of pages	15
Volume	86
No	10
Specialist publication	Stahlbau
DOIs	https://doi.org/10.1002/stab.201710529
State	Published - Oct 2017

Keywords

Analysis and calculation
Steel buildings
biaxial compression
initial imperfection
longitudinal stiffener
plate buckling

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10.1002/stab.201710529

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title = "Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10",

abstract = "Buckling panels under multiaxial stress – Verification according to DIN EN 1993-1-5 chapter 10. This paper focuses on the buckling verification of panels acc. to DIN EN 1993-1-5 chapter 10. The procedure and the buckling verification are explained in detail. Additionally, a flowchart for the application of the reduced stress method is presented. Subsequently, open questions regarding the buckling verification are listed and recommendations and clarifications are given. An example of a panel under multiaxial stresses is calculated in order to show the verification and the application of the conclusions.",

keywords = "Analysis and calculation, Steel buildings, biaxial compression, initial imperfection, longitudinal stiffener, plate buckling",

author = "Ulrike Kuhlmann and Martin Mensinger and J{\"o}rg Frickel and Vahid Pourostad and Joseph Ndogmo",

note = "Publisher Copyright: Copyright {\textcopyright} 2017 Ernst & Sohn Verlag f{\"u}r Architektur und technische Wissenschaften GmbH & Co. KG, Berlin",

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doi = "10.1002/stab.201710529",

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AU - Kuhlmann, Ulrike

AU - Mensinger, Martin

AU - Frickel, Jörg

AU - Pourostad, Vahid

AU - Ndogmo, Joseph

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N2 - Buckling panels under multiaxial stress – Verification according to DIN EN 1993-1-5 chapter 10. This paper focuses on the buckling verification of panels acc. to DIN EN 1993-1-5 chapter 10. The procedure and the buckling verification are explained in detail. Additionally, a flowchart for the application of the reduced stress method is presented. Subsequently, open questions regarding the buckling verification are listed and recommendations and clarifications are given. An example of a panel under multiaxial stresses is calculated in order to show the verification and the application of the conclusions.

AB - Buckling panels under multiaxial stress – Verification according to DIN EN 1993-1-5 chapter 10. This paper focuses on the buckling verification of panels acc. to DIN EN 1993-1-5 chapter 10. The procedure and the buckling verification are explained in detail. Additionally, a flowchart for the application of the reduced stress method is presented. Subsequently, open questions regarding the buckling verification are listed and recommendations and clarifications are given. An example of a panel under multiaxial stresses is calculated in order to show the verification and the application of the conclusions.

KW - Analysis and calculation

KW - Steel buildings

KW - biaxial compression

KW - initial imperfection

KW - longitudinal stiffener

KW - plate buckling

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Buckling panels under multiaxial stress - Verification according to DIN EN 1993-1-5 chapter 10

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Keywords

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