Abstract
This paper showed the behavior of the material four members under blast load, and are trying to demonstrate the effectiveness of the prestress. The prestressed concrete structures are on the rise, but there is little research in this regard explosion. Concrete panels, Reinforced concrete panels, the prestressed concrete panels, and the prestressed reinforced concrete panels was set variables. TNT 500 kg was an explosion in the distance 3m. Analysis, concrete and reinforced concrete members after an explosion occurred continuously deformed, but the including prestressed panel deformation occurs only at the beginning of the explosion were able to see the results. That is, the including prestressed member is prestressed against blast load cracking and destruction can be seen that control.
| Translated title of the contribution | Behavior of Prestressed Concrete Panels under Blast Load |
|---|---|
| Original language | Korean |
| Pages (from-to) | 113-20 |
| Number of pages | 8 |
| Journal | 한국전산구조공학회논문집 |
| Volume | 27 |
| Issue number | 2 |
| DOIs | |
| State | Published - 2014 |