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...

Full description

Saved in:
Bibliographic Details
Main Authors: Ying K.S., Remennikov A.M., Uy B.
Other Authors: 56239176300
Format: Conference Paper
Published: Trans Tech Publications Ltd 2023
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary: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.