The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading
In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained con...
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my.uniten.dspace-300542023-12-29T15:44:13Z The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading Remennikov A.M. Kong S.Y. Uy B. 8894438000 57208875766 7003535945 Impact load Membrane mechanism Protective structures Steel-concrete-steel construction Civil engineering Structures (built objects) Barrier structures FE model Finite element models Head-on collision Impact energy Impact loadings Impact loads Moving vehicles Non-composite Numerical investigations Protective structures Shear studs Steel plates Steel-concrete-steel sandwich Tensile membrane concrete structure ductile deformation experimental study finite element method impact loading test model test model validation steel structure structural analysis structural response tensile strength Finite element method In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained connections. The experimental results have demonstrated that the non-composite SCS panels are capable of developing enhanced load-carrying capacity through the tensile membrane resistance of the steel faceplates. This type of construction was found to exhibit highly ductile response and be able to sustain large end rotations of up to 18� without collapse. High fidelity finite element models for SCS panels under impact loading conditions were developed and the simulation results were validated against the experimental data. With the validated FE models, a full-scale barrier structure composed of the non-composite SCS panels and steel posts was subjected to a head-on collision by the Ford F800 single unit truck. The simulation results showed that the non-composite SCS barrier construction is able to resist very large impact energy and effectively terminate the fast moving vehicle. The axially restrained non-composite SCS panels were found to provide an effective means for protecting assets against severe impact attacks. � 2012 Elsevier Ltd. Final 2023-12-29T07:44:12Z 2023-12-29T07:44:12Z 2013 Article 10.1016/j.engstruct.2012.11.014 2-s2.0-84873358007 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84873358007&doi=10.1016%2fj.engstruct.2012.11.014&partnerID=40&md5=6ee2c1cea159bcbebe51d0af7723a100 https://irepository.uniten.edu.my/handle/123456789/30054 49 806 818 All Open Access; Green Open Access Scopus |
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Impact load Membrane mechanism Protective structures Steel-concrete-steel construction Civil engineering Structures (built objects) Barrier structures FE model Finite element models Head-on collision Impact energy Impact loadings Impact loads Moving vehicles Non-composite Numerical investigations Protective structures Shear studs Steel plates Steel-concrete-steel sandwich Tensile membrane concrete structure ductile deformation experimental study finite element method impact loading test model test model validation steel structure structural analysis structural response tensile strength Finite element method |
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Impact load Membrane mechanism Protective structures Steel-concrete-steel construction Civil engineering Structures (built objects) Barrier structures FE model Finite element models Head-on collision Impact energy Impact loadings Impact loads Moving vehicles Non-composite Numerical investigations Protective structures Shear studs Steel plates Steel-concrete-steel sandwich Tensile membrane concrete structure ductile deformation experimental study finite element method impact loading test model test model validation steel structure structural analysis structural response tensile strength Finite element method Remennikov A.M. Kong S.Y. Uy B. The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
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In conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained connections. The experimental results have demonstrated that the non-composite SCS panels are capable of developing enhanced load-carrying capacity through the tensile membrane resistance of the steel faceplates. This type of construction was found to exhibit highly ductile response and be able to sustain large end rotations of up to 18� without collapse. High fidelity finite element models for SCS panels under impact loading conditions were developed and the simulation results were validated against the experimental data. With the validated FE models, a full-scale barrier structure composed of the non-composite SCS panels and steel posts was subjected to a head-on collision by the Ford F800 single unit truck. The simulation results showed that the non-composite SCS barrier construction is able to resist very large impact energy and effectively terminate the fast moving vehicle. The axially restrained non-composite SCS panels were found to provide an effective means for protecting assets against severe impact attacks. � 2012 Elsevier Ltd. |
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8894438000 |
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8894438000 Remennikov A.M. Kong S.Y. Uy B. |
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Remennikov A.M. Kong S.Y. Uy B. |
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Remennikov A.M. |
title |
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
title_short |
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
title_full |
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
title_fullStr |
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
title_full_unstemmed |
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
title_sort |
response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading |
publishDate |
2023 |
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1806428310306029568 |
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13.222552 |