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Our new open-access paper “Development of a Novel Energy Fuse for Enhancing Blast Resistance in Masonry Infill Walls”, published in Engineering Structures, presents an innovative approach to mitigating blast-induced damage in masonry buildings.
Our new article presents a nonlinear Single Degree of Freedom (SDOF) model specifically developed for the dynamic response of steel plates under blast loads. The model incorporates strain-rate effects, reproduces elastic–plastic behaviour, and has been validated against high-quality experimental data.
We are excited to share the results of our recent research published in Applied Sciences MDPI: "Reinforced Concrete Slab Optimization with Simulated Annealing."
Industrial blast risk is an ever-present, yet often underestimated, threat. Do your current safety standards truly reflect the worst-case scenario for complex, congested equipment? Our latest studies, published in the Journal of Loss Prevention in the Process Industries, provide critical answers and innovative solutions.
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University of Cagliari
