Behaviour and analysis of concrete-filled rectangular hollow sections subject to blast loading

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

Research output: Journal article publicationJournal articleAcademic researchpeer-review

25 Citations (Scopus)

Abstract

Concrete-filled Rectangular Hollow Sections have been tested under large-scale, far-field, air-blast loading for the first time. The concrete-filled, cold-formed steel tubes performed well under the blast loads, with a significant reduction in the global and local displacements compared to unfilled RHS members. The heavily instrumented tests provided a large quantity of response data that was used for the validation of numerical models. Numerical models of the concrete-filled steel tubes were first developed using explicit finite element methodologies. A parametric study was conducted with the validated finite element model to further characterize the response of the concrete-filled steel tubes under air-blast loading. The influence of several key variables on the response of the tubular members was determined and preliminary design guidance is provided. Finally, the test and finite element results were used to develop an idealized single-degree-of-freedom numerical model that is well-suited to future use in design problems.

Original languageEnglish
Pages (from-to)340-359
Number of pages20
JournalJournal of Constructional Steel Research
Volume147
DOIs
Publication statusPublished - Aug 2018
Externally publishedYes

Keywords

  • Blast
  • Cold-formed steel
  • Concrete-filled steel tube
  • Explicit finite element analysis
  • Field testing
  • Hollow structural section
  • Parametric study
  • Rectangular hollow section
  • Single-degree-of-freedom analysis

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Metals and Alloys

Fingerprint

Dive into the research topics of 'Behaviour and analysis of concrete-filled rectangular hollow sections subject to blast loading'. Together they form a unique fingerprint.

Cite this