A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

A. A. Del Savio; D. A. Nethercot; P. C.G.S. Vellasco; S. A.L. Andrade; L. F. Martha

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

A. A. Del Savio
, D. A. Nethercot
, P. C.G.S. Vellasco
, S. A.L. Andrade
, L. F. Martha

Research output: Contribution to conference › Paper (Contribution to a conference)

3 Scopus citations

Abstract

Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

Original language	American English
Pages	481-486
Number of pages	6
State	Published - 1 Dec 2007
Externally published	Yes
Event	5th International Conference on Advances in Steel Structures, ICASS 2007 - Duration: 1 Dec 2007 → …

Conference

Conference	5th International Conference on Advances in Steel Structures, ICASS 2007
Period	1/12/07 → …

Cite this

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title = "A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction",

abstract = "Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.",

author = "\{Del Savio\}, \{A. A.\} and Nethercot, \{D. A.\} and Vellasco, \{P. C.G.S.\} and Andrade, \{S. A.L.\} and Martha, \{L. F.\}",

year = "2007",

month = dec,

day = "1",

language = "American English",

pages = "481--486",

note = "5th International Conference on Advances in Steel Structures, ICASS 2007 ; Conference date: 01-12-2007",

}

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction. / Del Savio, A. A.; Nethercot, D. A.; Vellasco, P. C.G.S. et al.
2007. 481-486 Paper presented at 5th International Conference on Advances in Steel Structures, ICASS 2007.

Research output: Contribution to conference › Paper (Contribution to a conference)

TY - CONF

T1 - A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

AU - Del Savio, A. A.

AU - Nethercot, D. A.

AU - Vellasco, P. C.G.S.

AU - Andrade, S. A.L.

AU - Martha, L. F.

PY - 2007/12/1

Y1 - 2007/12/1

N2 - Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

AB - Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.

UR - https://www.scopus.com/pages/publications/84858025909

UR - https://www.scopus.com/pages/publications/84858025909#tab=citedBy

M3 - Paper (Contribution to a conference)

SP - 481

EP - 486

T2 - 5th International Conference on Advances in Steel Structures, ICASS 2007

Y2 - 1 December 2007

ER -

A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

Abstract

Conference

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