Static and Dynamic Behaviour of Non-Composite Steel-Concrete-Steel Protective Panels under Large Deformation

Remennikov, Alexander; Ying, Kong Sih; Uy, Brian

doi:10.3850/978-981-08-6218-3_cc-fr029

Steel &Amp; Composite Structures 2010

DOI: 10.3850/978-981-08-6218-3_cc-fr029

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Static and Dynamic Behaviour of Non-Composite Steel-Concrete-Steel Protective Panels under Large Deformation

Alexander Remennikov¹,

Kong Sih Ying²,

Brian Uy³

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Numerical Investigation of the Response of Protective Barrier under Blast Loading

Ying

Remennikov

2014

AMM

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Non-composite steel-concrete-steel panels develop high load-carrying capacity through the tensile membrane resistance of the steel faceplates at large displacement. The response of a full-scale barrier structure composed of the non-composite SCS panels and steel posts under various blast loading scenarios was investigated using non-linear finite element software LS-Dyna. The simulation results showed that the barrier was able to withstand very large blast energy. It can be concluded that non-composite SCS panels can provide an attractive solution to expedite construction of high-performance protective barriers to resist extreme blast loadings.

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Numerical Investigation of the Response of Protective Barrier under Blast Loading

Ying

Remennikov

2014

AMM

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Numerical simulation of the response of non-composite steel-concrete-steel sandwich panels to impact loading

Kong

Remennikov

2012

AJSE

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Static and Dynamic Behaviour of Non-Composite Steel-Concrete-Steel Protective Panels under Large Deformation

Cited by 2 publications

References 0 publications

Numerical Investigation of the Response of Protective Barrier under Blast Loading

Numerical Investigation of the Response of Protective Barrier under Blast Loading

Numerical simulation of the response of non-composite steel-concrete-steel sandwich panels to impact loading

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