Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection

E. L. Tan; B. Uy

Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection

E. L. Tan
, B. Uy

School of Engineering, Design & Built Environment

Research output: Chapter in Book / Conference Paper › Conference Paper

Abstract

This paper investigates the behaviour of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection by using the finite element analysis method. 3-D finite element models have been developed to account for the geometric and nonlinear behaviour of the materials. This model is then verified by experimental test results. It has been shown that there is an increase in torsional capacity in the presence of flexure but the flexural capacity remains the same in the presence of torsion. A parametric study has been carried out and showed similar trends have been seen even with an increase in span length with an increase in the ratio of torsional capacity when the span increases.

Original language	English
Title of host publication	Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010
Publisher	University of Western Sydney/Research Publishing
Pages	323-328
Number of pages	6
ISBN (Print)	9789810862183
Publication status	Published - 2010
Event	International Conference on Steel and Composite Structures - Duration: 21 Jul 2010 → …

Conference

Conference	International Conference on Steel and Composite Structures
Period	21/07/10 → …

Keywords

concrete beams
steel, structural

Cite this

Tan, E. L., & Uy, B. (2010). Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection. In Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010 (pp. 323-328). University of Western Sydney/Research Publishing.

Tan, E. L. ; Uy, B. / Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection. Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010. University of Western Sydney/Research Publishing, 2010. pp. 323-328

@inproceedings{d5d43387ca2044cd97ab0a208086b41d,

title = "Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection",

abstract = "This paper investigates the behaviour of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection by using the finite element analysis method. 3-D finite element models have been developed to account for the geometric and nonlinear behaviour of the materials. This model is then verified by experimental test results. It has been shown that there is an increase in torsional capacity in the presence of flexure but the flexural capacity remains the same in the presence of torsion. A parametric study has been carried out and showed similar trends have been seen even with an increase in span length with an increase in the ratio of torsional capacity when the span increases.",

keywords = "concrete beams, steel, structural",

author = "Tan, \{E. L.\} and B. Uy",

year = "2010",

language = "English",

isbn = "9789810862183",

pages = "323--328",

booktitle = "Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010",

publisher = "University of Western Sydney/Research Publishing",

note = "International Conference on Steel and Composite Structures ; Conference date: 21-07-2010",

}

Tan, EL & Uy, B 2010, Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection. in Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010. University of Western Sydney/Research Publishing, pp. 323-328, International Conference on Steel and Composite Structures, 21/07/10.

Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection. / Tan, E. L.; Uy, B.
Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010. University of Western Sydney/Research Publishing, 2010. p. 323-328.

Research output: Chapter in Book / Conference Paper › Conference Paper

TY - GEN

T1 - Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection

AU - Tan, E. L.

AU - Uy, B.

PY - 2010

Y1 - 2010

N2 - This paper investigates the behaviour of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection by using the finite element analysis method. 3-D finite element models have been developed to account for the geometric and nonlinear behaviour of the materials. This model is then verified by experimental test results. It has been shown that there is an increase in torsional capacity in the presence of flexure but the flexural capacity remains the same in the presence of torsion. A parametric study has been carried out and showed similar trends have been seen even with an increase in span length with an increase in the ratio of torsional capacity when the span increases.

AB - This paper investigates the behaviour of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection by using the finite element analysis method. 3-D finite element models have been developed to account for the geometric and nonlinear behaviour of the materials. This model is then verified by experimental test results. It has been shown that there is an increase in torsional capacity in the presence of flexure but the flexural capacity remains the same in the presence of torsion. A parametric study has been carried out and showed similar trends have been seen even with an increase in span length with an increase in the ratio of torsional capacity when the span increases.

KW - concrete beams

KW - steel, structural

UR - http://handle.uws.edu.au:8081/1959.7/504819

M3 - Conference Paper

SN - 9789810862183

SP - 323

EP - 328

BT - Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010

PB - University of Western Sydney/Research Publishing

T2 - International Conference on Steel and Composite Structures

Y2 - 21 July 2010

ER -

Tan EL, Uy B. Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection. In Steel and Composite Structures : Proceedings of the 4th International Conference on Steel and Composite Structures (ICSCS10), Sydney, Australia, 21 - 23 July 2010. University of Western Sydney/Research Publishing. 2010. p. 323-328

Nonlinear analysis of composite steel-concrete beams under combined flexure and torsion incorporating the effects of partial shear connection

Abstract

Conference

Keywords

Other files and links

Fingerprint

Cite this