Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion

Ee Loon Tan; Brian Uy

doi:10.3850/978-981-07-7137-9_315

Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

![CDATA[Composite steel-concrete construction is more preferred by engineers due to their advantages against traditional reinforced concrete and steel construction. In some situations, the composite steel-concrete beams could be subjected to flexure and torsion and there is no rational design method available in any international standards. Therefore, this paper has proposed a finite element method that can be used to simulate the structural behavior of composite steel-concrete subjected to combined flexure and torsion. Eight test specimens with both full and partial shear connection were tested to failure with different load combinations of flexure and torsion. Comparing the strength capacity, there is reasonably in agreement between the experimental and finite element analysis results.]]

Original language	English
Title of host publication	Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore
Publisher	Research Publishing Services
Pages	55-60
Number of pages	16
ISBN (Print)	9789810771379
DOIs	https://doi.org/10.3850/978-981-07-7137-9_315
Publication status	Published - 2013
Event	Pacific Structural Steel Conference - Duration: 8 Oct 2013 → …

Conference

Conference	Pacific Structural Steel Conference
Period	8/10/13 → …

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10.3850/978-981-07-7137-9_315

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Tan, E. L., & Uy, B. (2013). Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion. In Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore (pp. 55-60). Research Publishing Services. https://doi.org/10.3850/978-981-07-7137-9_315

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title = "Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion",

abstract = "![CDATA[Composite steel-concrete construction is more preferred by engineers due to their advantages against traditional reinforced concrete and steel construction. In some situations, the composite steel-concrete beams could be subjected to flexure and torsion and there is no rational design method available in any international standards. Therefore, this paper has proposed a finite element method that can be used to simulate the structural behavior of composite steel-concrete subjected to combined flexure and torsion. Eight test specimens with both full and partial shear connection were tested to failure with different load combinations of flexure and torsion. Comparing the strength capacity, there is reasonably in agreement between the experimental and finite element analysis results.]]",

author = "Tan, {Ee Loon} and Brian Uy",

year = "2013",

doi = "10.3850/978-981-07-7137-9_315",

language = "English",

isbn = "9789810771379",

pages = "55--60",

booktitle = "Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore",

publisher = "Research Publishing Services",

note = "Pacific Structural Steel Conference ; Conference date: 08-10-2013",

}

Tan, EL & Uy, B 2013, Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion. in Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore. Research Publishing Services, pp. 55-60, Pacific Structural Steel Conference, 8/10/13. https://doi.org/10.3850/978-981-07-7137-9_315

Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion. / Tan, Ee Loon; Uy, Brian.
Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore. Research Publishing Services, 2013. p. 55-60.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion

AU - Tan, Ee Loon

AU - Uy, Brian

PY - 2013

Y1 - 2013

N2 - ![CDATA[Composite steel-concrete construction is more preferred by engineers due to their advantages against traditional reinforced concrete and steel construction. In some situations, the composite steel-concrete beams could be subjected to flexure and torsion and there is no rational design method available in any international standards. Therefore, this paper has proposed a finite element method that can be used to simulate the structural behavior of composite steel-concrete subjected to combined flexure and torsion. Eight test specimens with both full and partial shear connection were tested to failure with different load combinations of flexure and torsion. Comparing the strength capacity, there is reasonably in agreement between the experimental and finite element analysis results.]]

AB - ![CDATA[Composite steel-concrete construction is more preferred by engineers due to their advantages against traditional reinforced concrete and steel construction. In some situations, the composite steel-concrete beams could be subjected to flexure and torsion and there is no rational design method available in any international standards. Therefore, this paper has proposed a finite element method that can be used to simulate the structural behavior of composite steel-concrete subjected to combined flexure and torsion. Eight test specimens with both full and partial shear connection were tested to failure with different load combinations of flexure and torsion. Comparing the strength capacity, there is reasonably in agreement between the experimental and finite element analysis results.]]

UR - http://handle.uws.edu.au:8081/1959.7/532469

UR - http://www.pssc2013.org/

U2 - 10.3850/978-981-07-7137-9_315

DO - 10.3850/978-981-07-7137-9_315

M3 - Conference Paper

SN - 9789810771379

SP - 55

EP - 60

BT - Advancements and Achievements in Structural Steel : Proceedings of the 10th Pacific Structural Steel Conference (PSSC 2013), 8-11 October 2013, Singapore

PB - Research Publishing Services

T2 - Pacific Structural Steel Conference

Y2 - 8 October 2013

ER -

Finite element anaylsis of multi-span composite steel-concrete beams subjected to combined flexure and torsion

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