Field blast testing and FE modelling of concrete-filled RHS members

Cameron Blair Ritchie; Jeffrey A Packer; Michael V Seica; Xiao Ling Zhao

Field blast testing and FE modelling of concrete-filled RHS members

Cameron Blair Ritchie, Jeffrey A Packer, Michael V Seica, Xiao Ling Zhao

Civil Engineering

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

Abstract

Full-scale blast arena tests involving concrete-filled rectangular hollow sections (RHS) have been completed. The tests utilized two RHS sizes having width-to-thickness ratios of 15 and 24, both filled with non-shrink, cementitious grout, that were each tested at two standoff distances. The cold-formed RHS members were subjected to air blast loading and their flexural response was measured. The data obtained during the full-scale blast tests was used to validate numerical models of the composite RHS elements. For this research study, the explicit finite element program LS-DYNA has been used to develop the model. LS-DYNA incorporates features such as strain rate-dependent material properties that are included in the numerical models. Results thus obtained from the numerical models are compared herein to the results of the full-scale blast arena tests.

Original language	English
Title of host publication	Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3)
Editors	Mark Stewart, Michael Netherton
Place of Publication	Callaghan NSW Australia
Publisher	University of Newcastle
Pages	478 - 485
Number of pages	8
ISBN (Print)	9780987114372
Publication status	Published - 2015
Event	International Conference on Protective Structures (ICPS 2015) - Newcastle, Australia Duration: 3 Feb 2015 → 6 Feb 2015 Conference number: 3rd

Conference

Conference	International Conference on Protective Structures (ICPS 2015)
Abbreviated title	ICPS3
Country/Territory	Australia
City	Newcastle
Period	3/02/15 → 6/02/15

Keywords

Blast testing
RHS
Composite members
Field experimentation
Explicit FE analysis

1 Conference Paper

Field blast testing and FE modelling of RHS members
Ritchie, C., Packer, J. A., Seica, M. & Zhao, X. L., 2015, Tubular Structures XV: Proceedings of the 15th International Symposium on Tubular Structures. Batista, E., Vellasco, P. & Lima, L. (eds.). Leiden The Netherlands: CRC Press, p. 211-218 8 p.
Research output: Chapter in Book/Report/Conference proceeding › Conference Paper › Research › peer-review

Cite this

Ritchie, Cameron Blair ; Packer, Jeffrey A ; Seica, Michael V et al. / Field blast testing and FE modelling of concrete-filled RHS members. Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3). editor / Mark Stewart ; Michael Netherton. Callaghan NSW Australia : University of Newcastle, 2015. pp. 478 - 485

@inproceedings{342c564da183476ba24978e8c7412cf6,

title = "Field blast testing and FE modelling of concrete-filled RHS members",

abstract = "Full-scale blast arena tests involving concrete-filled rectangular hollow sections (RHS) have been completed. The tests utilized two RHS sizes having width-to-thickness ratios of 15 and 24, both filled with non-shrink, cementitious grout, that were each tested at two standoff distances. The cold-formed RHS members were subjected to air blast loading and their flexural response was measured. The data obtained during the full-scale blast tests was used to validate numerical models of the composite RHS elements. For this research study, the explicit finite element program LS-DYNA has been used to develop the model. LS-DYNA incorporates features such as strain rate-dependent material properties that are included in the numerical models. Results thus obtained from the numerical models are compared herein to the results of the full-scale blast arena tests.",

keywords = "Blast testing, RHS, Composite members, Field experimentation, Explicit FE analysis",

author = "Ritchie, {Cameron Blair} and Packer, {Jeffrey A} and Seica, {Michael V} and Zhao, {Xiao Ling}",

year = "2015",

language = "English",

isbn = "9780987114372",

pages = "478 -- 485",

editor = "Mark Stewart and Michael Netherton",

booktitle = "Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3)",

publisher = "University of Newcastle",

address = "Australia",

note = "International Conference on Protective Structures (ICPS 2015), ICPS3 ; Conference date: 03-02-2015 Through 06-02-2015",

}

Ritchie, CB, Packer, JA, Seica, MV & Zhao, XL 2015, Field blast testing and FE modelling of concrete-filled RHS members. in M Stewart & M Netherton (eds), Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3). University of Newcastle, Callaghan NSW Australia, pp. 478 - 485, International Conference on Protective Structures (ICPS 2015), Newcastle, New South Wales, Australia, 3/02/15.

Field blast testing and FE modelling of concrete-filled RHS members. / Ritchie, Cameron Blair; Packer, Jeffrey A; Seica, Michael V et al.
Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3). ed. / Mark Stewart; Michael Netherton. Callaghan NSW Australia: University of Newcastle, 2015. p. 478 - 485.

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

TY - GEN

T1 - Field blast testing and FE modelling of concrete-filled RHS members

AU - Ritchie, Cameron Blair

AU - Packer, Jeffrey A

AU - Seica, Michael V

AU - Zhao, Xiao Ling

N1 - Conference code: 3rd

PY - 2015

Y1 - 2015

N2 - Full-scale blast arena tests involving concrete-filled rectangular hollow sections (RHS) have been completed. The tests utilized two RHS sizes having width-to-thickness ratios of 15 and 24, both filled with non-shrink, cementitious grout, that were each tested at two standoff distances. The cold-formed RHS members were subjected to air blast loading and their flexural response was measured. The data obtained during the full-scale blast tests was used to validate numerical models of the composite RHS elements. For this research study, the explicit finite element program LS-DYNA has been used to develop the model. LS-DYNA incorporates features such as strain rate-dependent material properties that are included in the numerical models. Results thus obtained from the numerical models are compared herein to the results of the full-scale blast arena tests.

AB - Full-scale blast arena tests involving concrete-filled rectangular hollow sections (RHS) have been completed. The tests utilized two RHS sizes having width-to-thickness ratios of 15 and 24, both filled with non-shrink, cementitious grout, that were each tested at two standoff distances. The cold-formed RHS members were subjected to air blast loading and their flexural response was measured. The data obtained during the full-scale blast tests was used to validate numerical models of the composite RHS elements. For this research study, the explicit finite element program LS-DYNA has been used to develop the model. LS-DYNA incorporates features such as strain rate-dependent material properties that are included in the numerical models. Results thus obtained from the numerical models are compared herein to the results of the full-scale blast arena tests.

KW - Blast testing

KW - RHS

KW - Composite members

KW - Field experimentation

KW - Explicit FE analysis

M3 - Conference Paper

SN - 9780987114372

SP - 478

EP - 485

BT - Design and Analysis of Protective Structures: Proceedings of the 3rd International Conference on Protective Structures (ICPS3)

A2 - Stewart, Mark

A2 - Netherton, Michael

PB - University of Newcastle

CY - Callaghan NSW Australia

T2 - International Conference on Protective Structures (ICPS 2015)

Y2 - 3 February 2015 through 6 February 2015

ER -

Field blast testing and FE modelling of concrete-filled RHS members

Abstract

Conference

Keywords

Research output

Field blast testing and FE modelling of RHS members

Cite this