Experimental and Numerical Investigations of Pressure Field of Curved Shell Structure Subjected to Interior Blast
A terrorist attack on a long-span spatial structure would cause horrible results. Therefore, it is important to determine the characteristics of blast pressure fields to protect such structures. In this study, fully confined blast loading tests were conducted using a rigid curved shell model, which...
Saved in:
Main Authors: | Jialu Ma, Feng Fan, Lingxin Zhang, Chengqing Wu, Xudong Zhi |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2019/9674274 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON THE STABILITY OF CYLINDRICAL SHELLS
by: ATTILA BAKSA, et al.
Published: (2021-01-01) -
Experimental study on pressure relief blasting in rock-blast tunnel
by: ZhenLin Chen, et al.
Published: (2025-01-01) -
Numerical Modeling of Rock Panels Subjected to Blast Loadings
by: Haijun Wang, et al.
Published: (2022-01-01) -
Numerical analysis of underground tunnels subjected to surface blast loads
by: Mahmoud Nawar, et al.
Published: (2020-12-01) -
Experimental and Numerical Investigations on Deformation of Cylindrical Shell Panels to Underwater Explosion
by: K. Ramajeyathilagam, et al.
Published: (2001-01-01)