Review Article
Structures under Synergetic Effects of Combined Blast and Impact Loads: A State-of-the-Art Review
Table 8
Summary of different parameters and respective effects on metal-foam Sandwich panels prone to combined blast-fragment impact loads.
| Author (s) | Analysis method | Parameter lists | Remark |
| Santosha et al. [22] | FEA (LS-DYNA) | Single-plate (SP) thickness | Increasing thickness of SP minimizes displacement values | (i) SP 4 (t = 4 mm) | (ii) SP 6 (t = 6 mm) | (iii) SP 8 (t = 8 mm) | Sandwich metal plate (SMP) thickness | Even though increases in thickness of SMP significantly minimize displacement values, it was not effective in decreasing acceleration | (i) SMP 10 (t = 10 mm) | (ii) SMP 12 (t = 12 mm) | (iii) SMP 14 (t = 14 mm) | Sandwich foam plate (SFP) density | Increasing SFP density results in a decrease in nodal velocities and accelerations | (i) SFP 0.42 (ρ = 0.42 g/cm3) | (ii) SFP 0.49 (ρ = 0.49 g/cm3) | (iii) SFP 0.70 (ρ = 0.70 g/cm3) |
|
|