Shear buckling and resistance of thin-walled steel plate at non-uniform elevated temperatures

M. Salminen; M. Heinisuo

Shear buckling and resistance of thin-walled steel plate at non-uniform elevated temperatures

M. Salminen
, M. Heinisuo

Tutkimustuotos: Konferenssiartikkeli › Tieteellinen › vertaisarvioitu

2 Sitaatiot (Scopus)

Abstrakti

The shear resistance of thin metal plate consists of three components: shear buckling, the tension field effect and contribution of the flanges. This paper considers the first two. The shear resistance of steel plate at elevated temperatures is known when temperature across the plate is constant. However, in many practical applications the temperature distribution across the plate is non-uniform. This paper presents the results of a FEM analysis of thin carbon- and stainless steel plates at ambient as well as uniform and non-uniform elevated temperatures. A method for predicting the shear buckling- and post-buckling resistances of thin steel plate at non-uniform elevated temperatures is also proposed.

Alkuperäiskieli	Englanti
Otsikko	10th International Conference on Steel Space and Composite Structures
Kustantaja	CI-Premier Pte Ltd
Sivut	267-276
Sivumäärä	10
ISBN (painettu)	9789810888152
Tila	Julkaistu - 2011
OKM-julkaisutyyppi	A4 Artikkeli konferenssijulkaisussa
Tapahtuma	10th International Conference on Steel Space and Composite Structures, SS 2011 - Gazimagusa, Kypros Kesto: 18 toukok. 2011 → 20 toukok. 2011

Conference

Conference	10th International Conference on Steel Space and Composite Structures, SS 2011
Maa/Alue	Kypros
Kaupunki	Gazimagusa
Ajanjakso	18/05/11 → 20/05/11

!!ASJC Scopus subject areas

Civil and Structural Engineering
Ceramics and Composites
Metals and Alloys

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Link to publication in Scopus

Siteeraa tätä

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title = "Shear buckling and resistance of thin-walled steel plate at non-uniform elevated temperatures",

abstract = "The shear resistance of thin metal plate consists of three components: shear buckling, the tension field effect and contribution of the flanges. This paper considers the first two. The shear resistance of steel plate at elevated temperatures is known when temperature across the plate is constant. However, in many practical applications the temperature distribution across the plate is non-uniform. This paper presents the results of a FEM analysis of thin carbon- and stainless steel plates at ambient as well as uniform and non-uniform elevated temperatures. A method for predicting the shear buckling- and post-buckling resistances of thin steel plate at non-uniform elevated temperatures is also proposed.",

keywords = "Elevated temperatures, Numerical analysis, Shear resistance, Steel plate",

author = "M. Salminen and M. Heinisuo",

year = "2011",

language = "English",

isbn = "9789810888152",

pages = "267--276",

booktitle = "10th International Conference on Steel Space and Composite Structures",

publisher = "CI-Premier Pte Ltd",

note = "10th International Conference on Steel Space and Composite Structures, SS 2011 ; Conference date: 18-05-2011 Through 20-05-2011",

}

TY - GEN

T1 - Shear buckling and resistance of thin-walled steel plate at non-uniform elevated temperatures

AU - Salminen, M.

AU - Heinisuo, M.

PY - 2011

Y1 - 2011

N2 - The shear resistance of thin metal plate consists of three components: shear buckling, the tension field effect and contribution of the flanges. This paper considers the first two. The shear resistance of steel plate at elevated temperatures is known when temperature across the plate is constant. However, in many practical applications the temperature distribution across the plate is non-uniform. This paper presents the results of a FEM analysis of thin carbon- and stainless steel plates at ambient as well as uniform and non-uniform elevated temperatures. A method for predicting the shear buckling- and post-buckling resistances of thin steel plate at non-uniform elevated temperatures is also proposed.

AB - The shear resistance of thin metal plate consists of three components: shear buckling, the tension field effect and contribution of the flanges. This paper considers the first two. The shear resistance of steel plate at elevated temperatures is known when temperature across the plate is constant. However, in many practical applications the temperature distribution across the plate is non-uniform. This paper presents the results of a FEM analysis of thin carbon- and stainless steel plates at ambient as well as uniform and non-uniform elevated temperatures. A method for predicting the shear buckling- and post-buckling resistances of thin steel plate at non-uniform elevated temperatures is also proposed.

KW - Elevated temperatures

KW - Numerical analysis

KW - Shear resistance

KW - Steel plate

UR - https://www.scopus.com/pages/publications/84905856370

M3 - Conference contribution

AN - SCOPUS:84905856370

SN - 9789810888152

SP - 267

EP - 276

BT - 10th International Conference on Steel Space and Composite Structures

PB - CI-Premier Pte Ltd

T2 - 10th International Conference on Steel Space and Composite Structures, SS 2011

Y2 - 18 May 2011 through 20 May 2011

ER -

Shear buckling and resistance of thin-walled steel plate at non-uniform elevated temperatures

Abstrakti

Conference

!!ASJC Scopus subject areas

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