Compressive behaviour of steel tubes filled with strain hardening cementitious composites

R. A. Shuaibu; Z. Tao; Z. Pan; M. K. Hassan; J. Zhou

doi:10.4995/ASCCS2018.2018.6968

Compressive behaviour of steel tubes filled with strain hardening cementitious composites

R. A. Shuaibu, Z. Tao, Z. Pan, M. K. Hassan, J. Zhou

Western Sydney University

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

Abstract

This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that of the counterparts filled with normal concrete. A finite element (FE) model was then developed to predict the load-deformation curves of the test specimens. In general, a reasonably good match is obtained between the predicted and measured curves.

Original language	English
Title of host publication	Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain
Publisher	Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia
Pages	351-358
Number of pages	8
ISBN (Print)	9788490486016
DOIs	https://doi.org/10.4995/ASCCS2018.2018.6968
Publication status	Published - 2018
Event	International Conference on Advances in Steel-Concrete Composite Structures - Duration: 27 Jun 2018 → …

Conference

Conference	International Conference on Advances in Steel-Concrete Composite Structures
Period	27/06/18 → …

Open Access - Access Right Statement

This work is licensed under a Licencia Creative Commons Atribución-NoComercial-SinDerivar 4.0 Internacional.

Keywords

columns, concrete
composite construction
concrete-filled tubes
tubular steel structures

Access to Document

10.4995/ASCCS2018.2018.6968

Cite this

Shuaibu, R. A., Tao, Z., Pan, Z., Hassan, M. K., & Zhou, J. (2018). Compressive behaviour of steel tubes filled with strain hardening cementitious composites. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain (pp. 351-358). Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia. https://doi.org/10.4995/ASCCS2018.2018.6968

Shuaibu, R. A. ; Tao, Z. ; Pan, Z. et al. / Compressive behaviour of steel tubes filled with strain hardening cementitious composites. Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain. Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia, 2018. pp. 351-358

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title = "Compressive behaviour of steel tubes filled with strain hardening cementitious composites",

abstract = "This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that of the counterparts filled with normal concrete. A finite element (FE) model was then developed to predict the load-deformation curves of the test specimens. In general, a reasonably good match is obtained between the predicted and measured curves.",

keywords = "columns, concrete, composite construction, concrete-filled tubes, tubular steel structures",

author = "Shuaibu, {R. A.} and Z. Tao and Z. Pan and Hassan, {M. K.} and J. Zhou",

year = "2018",

doi = "10.4995/ASCCS2018.2018.6968",

language = "English",

isbn = "9788490486016",

pages = "351--358",

booktitle = "Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat Polit{\~A}¨cnica de Val{\~A}¨ncia, Val{\~A}¨ncia, Spain",

publisher = "Editorial Universitat Polit{\~A}¨cnica de Val{\~A}¨ncia",

note = "International Conference on Advances in Steel-Concrete Composite Structures ; Conference date: 27-06-2018",

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Shuaibu, RA, Tao, Z, Pan, Z, Hassan, MK & Zhou, J 2018, Compressive behaviour of steel tubes filled with strain hardening cementitious composites. in Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain. Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia, pp. 351-358, International Conference on Advances in Steel-Concrete Composite Structures, 27/06/18. https://doi.org/10.4995/ASCCS2018.2018.6968

Compressive behaviour of steel tubes filled with strain hardening cementitious composites. / Shuaibu, R. A.; Tao, Z.; Pan, Z. et al.
Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain. Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia, 2018. p. 351-358.

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

TY - GEN

T1 - Compressive behaviour of steel tubes filled with strain hardening cementitious composites

AU - Shuaibu, R. A.

AU - Tao, Z.

AU - Pan, Z.

AU - Hassan, M. K.

AU - Zhou, J.

PY - 2018

Y1 - 2018

N2 - This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that of the counterparts filled with normal concrete. A finite element (FE) model was then developed to predict the load-deformation curves of the test specimens. In general, a reasonably good match is obtained between the predicted and measured curves.

AB - This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that of the counterparts filled with normal concrete. A finite element (FE) model was then developed to predict the load-deformation curves of the test specimens. In general, a reasonably good match is obtained between the predicted and measured curves.

KW - columns, concrete

KW - composite construction

KW - concrete-filled tubes

KW - tubular steel structures

UR - http://handle.westernsydney.edu.au:8081/1959.7/uws:47184

UR - http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/6968

U2 - 10.4995/ASCCS2018.2018.6968

DO - 10.4995/ASCCS2018.2018.6968

M3 - Conference Paper

SN - 9788490486016

SP - 351

EP - 358

BT - Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain

PB - Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia

T2 - International Conference on Advances in Steel-Concrete Composite Structures

Y2 - 27 June 2018

ER -

Shuaibu RA, Tao Z, Pan Z, Hassan MK, Zhou J. Compressive behaviour of steel tubes filled with strain hardening cementitious composites. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), 27-29 June 2018, Universitat PolitÃ¨cnica de ValÃ¨ncia, ValÃ¨ncia, Spain. Editorial Universitat PolitÃ¨cnica de ValÃ¨ncia. 2018. p. 351-358 doi: 10.4995/ASCCS2018.2018.6968

Compressive behaviour of steel tubes filled with strain hardening cementitious composites

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