.png){kind=icon}
.png){kind=icon}
Return
Experimental and numerical study of steel-lined reinforced concrete slabs subjected to large-mass projectile impact
.png){kind=icon}
PRE
AI
A
M
DOI：10.1016/j.ijimpeng.2026.105853.png)
.png){kind=icon}
Original request for help.png){kind=icon}
Share.png){kind=icon}
Save
Abstract
En 中文
• Large-scale impact tests on RC slabs with and without rear steel liners. • Rear steel liner significantly reduces residual velocity and scabbing. • 1.5 mm steel liner ≈ 50–55 mm equivalent concrete thickness. • Rear-face liner improves resistance; front placement reduces it by 25–35%. • Equivalent thickness approach enables efficient design optimization.
Journal
IF:
5.7
Papers:
4.9K
Citations:
2.0W
Organization
No organization information available
Cited Papers