Abstract
Abstract
In this paper, the fracture mechanism of the corrugated blast wall on offshore platform is analyzed and studied. Based on the experimental results of the typical corrugated blast wall, the fracture state is calculated by incremental pressure loading and the ultimate state is analyzed.The cracked joints have been strengthened and the anti-explosion performance compared with the original model. Results show that reasonable strengthening of the weak parts can effectively improve the overall ultimate anti-explosion capability of the corrugated blast wall. This research could be a reference for the design of structure protection.
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