4.4 Article

Tests on explosion-resisting properties of high-performance equal-sized concrete composite sandwich plates

期刊

STRUCTURAL ENGINEERING AND MECHANICS
卷 87, 期 4, 页码 297-304

出版社

TECHNO-PRESS
DOI: 10.12989/sem.2023.87.4.297

关键词

energy absorption; explosion-resisting property; high-performance equal-sized-aggregate concrete; scaled explosion range

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Targeted introduction of explosion-resisting and energy-absorbing materials and optimization of explosion-resisting composite structural styles in underground engineering can improve engineering protection and survivability in wartime. Experimental results showed that composite plate structures with different thicknesses of high-performance equal-sized-aggregate (HPESA) concrete showed significant differences in wave-absorbing ability. Thicker HPESA concrete plates demonstrated higher wave-absorbing ability and a maximum pressure attenuation index of 83.4%.
Targeted introduction of explosion-resisting and energy-absorbing materials and optimization of explosion-resisting composite structural styles in underground engineering are the most important measures for modern engineering protection. They could also improve the survivability of underground engineering in wartime. In order to test explosion-resisting and energy-absorbing effects of high-performance equal-sized-aggregate (HPESA) concrete, the explosive loading tests were conducted on HPESA concrete composite plates by field simple explosion craters. Time-history curves of the explosion pressure at the interfaces were obtained under six conditions with different explosion ranges and different thicknesses of the HPESA concrete plate. Test results show that under the same explosion range, composite plate structures with different thicknesses of the HPESA concrete plate differ significantly in terms of the wave-absorbing ability. Under the three thicknesses in the tests, the wave-absorbing ability is enhanced with the growing thickness and the maximum pressure attenuation index reaches 83.4%. The energy attenuation coefficient of the HPESA concrete plate under different conditions was regressively fitted. The natural logarithm relations between the interlayer plate thickness and the energy attenuation coefficient under the two explosion ranges were attained.

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