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...
Saved in:
| Main Authors: | , , |
|---|---|
| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Trans Tech Publications Ltd
2023
|
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Universiti Tenaga Nasional |
| id |
my.uniten.dspace-22112 |
|---|---|
| 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 |
| institution |
Universiti Tenaga Nasional |
| building |
UNITEN Library |
| collection |
Institutional Repository |
| continent |
Asia |
| country |
Malaysia |
| content_provider |
Universiti Tenaga Nasional |
| content_source |
UNITEN Institutional Repository |
| url_provider |
http://dspace.uniten.edu.my/ |
| 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. |
| author2 |
56239176300 |
| author_facet |
56239176300 Ying K.S. Remennikov A.M. Uy B. |
| format |
Conference Paper |
| author |
Ying K.S. Remennikov A.M. Uy B. |
| spellingShingle |
Ying K.S. Remennikov A.M. Uy B. Numerical investigation of the response of protective barrier under blast loading |
| author_sort |
Ying K.S. |
| title |
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_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_sort |
numerical investigation of the response of protective barrier under blast loading |
| publisher |
Trans Tech Publications Ltd |
| publishDate |
2023 |
| _version_ |
1806428123659501568 |