An efficient non-linear GBT-based finite element for steel-concrete beams

David Henriques; Rodrigo de Moura Gonçalves; Dinar Camotim

An efficient non-linear GBT-based finite element for steel-concrete beams

David Henriques, Rodrigo de Moura Gonçalves, Dinar Camotim

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

A computationally efficient GBT based beam finite element is presented, specifically developed for capturing the materially non-linear behaviour of wide flange steel concrete composite beams. The element incorporates shear lag effects, as well as concrete and steel non-linear material behaviour
Analytical solutions for elastic shear lag problems are de rived and a set of materially linear and non-linear numerical examples is presented, showing that the proposed beam finite element captures accurately all relevant phenomena with a very small computational cost. For validation and comparison purposes, results obtained with shell/brick finite element models are also presented.

Original language	English
Title of host publication	Proceedings of the 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)
Place of Publication	Lisbon
Publisher	ICASS IJSSD
Number of pages	18
Publication status	Published - 2015
Event	8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015) - Lisbon, Portugal Duration: 21 Jul 2015 → 24 Jul 2015

Conference

Conference	8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)
Abbreviated title	ICASS 2015/IJSSD 2015
Country/Territory	Portugal
City	Lisbon
Period	21/07/15 → 24/07/15

Keywords

Steel-concrete composite beams
Generalized Beam Theory (GBT)
Shear Lag
Non-linear behaviour

Cite this

@inproceedings{a07c630221654ae4a42cddafcbc5b517,

title = "An efficient non-linear GBT-based finite element for steel-concrete beams",

abstract = "A computationally efficient GBT based beam finite element is presented, specifically developed for capturing the materially non-linear behaviour of wide flange steel concrete composite beams. The element incorporates shear lag effects, as well as concrete and steel non-linear material behaviour Analytical solutions for elastic shear lag problems are de rived and a set of materially linear and non-linear numerical examples is presented, showing that the proposed beam finite element captures accurately all relevant phenomena with a very small computational cost. For validation and comparison purposes, results obtained with shell/brick finite element models are also presented.",

keywords = " Steel-concrete composite beams , Generalized Beam Theory (GBT) , Shear Lag , Non-linear behaviour",

author = "David Henriques and Gon{\c c}alves, {Rodrigo de Moura} and Dinar Camotim",

year = "2015",

language = "English",

booktitle = "Proceedings of the 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)",

publisher = "ICASS IJSSD",

note = "8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015), ICASS 2015/IJSSD 2015 ; Conference date: 21-07-2015 Through 24-07-2015",

}

Henriques, D, Gonçalves, RDM & Camotim, D 2015, An efficient non-linear GBT-based finite element for steel-concrete beams. in Proceedings of the 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)., 135, ICASS IJSSD, Lisbon, 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015), Lisbon, Portugal, 21/07/15.

An efficient non-linear GBT-based finite element for steel-concrete beams. / Henriques, David; Gonçalves, Rodrigo de Moura; Camotim, Dinar.

Proceedings of the 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015). Lisbon : ICASS IJSSD, 2015. 135.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - An efficient non-linear GBT-based finite element for steel-concrete beams

AU - Henriques, David

AU - Gonçalves, Rodrigo de Moura

AU - Camotim, Dinar

PY - 2015

Y1 - 2015

N2 - A computationally efficient GBT based beam finite element is presented, specifically developed for capturing the materially non-linear behaviour of wide flange steel concrete composite beams. The element incorporates shear lag effects, as well as concrete and steel non-linear material behaviour Analytical solutions for elastic shear lag problems are de rived and a set of materially linear and non-linear numerical examples is presented, showing that the proposed beam finite element captures accurately all relevant phenomena with a very small computational cost. For validation and comparison purposes, results obtained with shell/brick finite element models are also presented.

AB - A computationally efficient GBT based beam finite element is presented, specifically developed for capturing the materially non-linear behaviour of wide flange steel concrete composite beams. The element incorporates shear lag effects, as well as concrete and steel non-linear material behaviour Analytical solutions for elastic shear lag problems are de rived and a set of materially linear and non-linear numerical examples is presented, showing that the proposed beam finite element captures accurately all relevant phenomena with a very small computational cost. For validation and comparison purposes, results obtained with shell/brick finite element models are also presented.

KW - Steel-concrete composite beams

KW - Generalized Beam Theory (GBT)

KW - Shear Lag

KW - Non-linear behaviour

M3 - Conference contribution

BT - Proceedings of the 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)

PB - ICASS IJSSD

CY - Lisbon

T2 - 8th International Conference on Advances in Steel Structures and IJSSD Symposium on Progress in Structural Stability and Dynamics (ICASS 2015/IJSSD 2015)

Y2 - 21 July 2015 through 24 July 2015

ER -

An efficient non-linear GBT-based finite element for steel-concrete beams

Abstract

Conference

Keywords

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Cite this