The study of explosion loadings in cabin structures is of great significance for evaluating structural damage. At present, most studies focus on the characteristics of explosion loadings in a single cabin. However, there are few studies on the loading characteristics of adjacent cabins under multi-cabin explosions, and there is no calculation model for calculating the load of adjacent cabins. In order to study the pressure loading characteristics of the adjacent cabin during an internal explosion, a simplified calculation model of the adjacent cabin load was constructed. The adjacent cabin environment was constructed by clamping the perforated baffle between the two cabins. The opening area of the perforated baffle accounts for 3%, 5%, 15%, and 20% of the area of the baffle. The pressure loadings of the adjacent cabin were measured by an implosion test in the adjacent cabin. A finite element simulation calculation was carried out for the test conditions. The results show that the rise time of the quasi-static pressure is in good agreement with the test results. Based on the above research, the pressure loading characteristics of the adjacent cabin were determined. A simplified model of pressure change during the pressure relief process from the explosion cabin to the adjacent cabin was obtained. Assuming an exponential decay process during pressure venting, a theoretical method for calculating the rise time of quasi-static pressure in adjacent cabins was derived. Compared with the experimental value, the maximum error is 15.9%, which can realize the prediction of the quasi-static pressure rise time of the adjacent cabin during the internal explosion. This calculation method can provide load input for internal explosion damage assessment of the complex structure of the multi-cabin.
Li et al. (Wed,) studied this question.