Numerical investigation of the response of protective barrier under blast loading
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 fullscale barrier structure composed of the non-composite SCS panels and steel posts under various blast loading scen...
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Trans Tech Publications Ltd
2023
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| _version_ | 1833412959458557952 |
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| author | Ying K.S. Remennikov A.M. Uy B. |
| author2 | 56239176300 |
| author_facet | 56239176300 Ying K.S. Remennikov A.M. Uy B. |
| author_sort | Ying K.S. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | 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 fullscale 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. © (2014) Trans Tech Publications, Switzerland. |
| format | Conference Paper |
| id | my.uniten.dspace-22112 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Trans Tech Publications Ltd |
| record_format | dspace |
| spelling | my.uniten.dspace-221122023-05-16T10:47:29Z Numerical investigation of the response of protective barrier under blast loading Ying K.S. Remennikov A.M. Uy B. 56239176300 8894438000 7003535945 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 fullscale 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. © (2014) Trans Tech Publications, Switzerland. Final 2023-05-16T02:47:29Z 2023-05-16T02:47:29Z 2014 Conference Paper 10.4028/www.scientific.net/AMM.567.440 2-s2.0-84903514883 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84903514883&doi=10.4028%2fwww.scientific.net%2fAMM.567.440&partnerID=40&md5=174104dd53491c4af6000efccc63a0bd https://irepository.uniten.edu.my/handle/123456789/22112 567 440 445 Trans Tech Publications Ltd Scopus |
| spellingShingle | Ying K.S. Remennikov A.M. Uy B. Numerical investigation of the response of protective barrier under blast loading |
| title | Numerical investigation of the response of protective barrier under blast loading |
| title_full | Numerical investigation of the response of protective barrier under blast loading |
| title_fullStr | Numerical investigation of the response of protective barrier under blast loading |
| title_full_unstemmed | Numerical investigation of the response of protective barrier under blast loading |
| title_short | Numerical investigation of the response of protective barrier under blast loading |
| title_sort | numerical investigation of the response of protective barrier under blast loading |
| url_provider | http://dspace.uniten.edu.my/ |