4.5 Article

Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers

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Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading

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Summary: This study investigated the behavior and failure modes of PSRC piers under close-in blast loading through reduced-scale field tests. The results showed that PSRC piers exhibited specific failure characteristics compared to monolithic piers under different explosion conditions. It was found that by designing structural parameters such as the number of segments, slenderness ratio, and shear key, the localized and overall residual deformation of PSRC piers could be reduced effectively.

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