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Empirical model of concrete block fragment behavior under explosion loads

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Concrete structures undergo integral fragmentation under explosion loads.The fragmentation degree and particle-size dis-tribution of concrete blocks under explosion loads must be considered during mining to ensure safety.In this study,the impulse is calculated based on the relationship between overpressure and time,and the impact energy of the explosion wave is obtained based on blast theory.Subsequently,the Mohr-Coulomb shear strength fracture criterion is introduced to determine the ultimate shear stress of the concrete materials,and an empirical model that can effectively calculate the energy consumption of concrete blocks under explosion loads is established.Furthermore,concrete fragments with different particle sizes under explosion scenarios are quantitatively predicted with the principle of energy conservation.Finally,explosion tests with different top stand-off distances are conducted,and the concrete fragments after the explosion tests are recovered,sieved,weighed,and counted to obtain experimental data.The effectiveness of the fragment empirical model is verified by comparing the model calculation results with the experimental data.The proposed model can be used as a reference for civil blasting,protective engineering design,and explosion-damage assessment.

concrete structuresexplosion loadsfragment behaviorempirical model

YANG Shuai、NING JianGuo、REN HuiLan、XU XiangZhao

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State Key Laboratory of Explosion Science and Safety Protection,Beijing Institute of Technology,Beijing 100081,China

National Natural Science Foundation of ChinaNational Natural Science Foundation of China

1203200612372350

2024

中国科学:技术科学(英文版)
中国科学院

中国科学:技术科学(英文版)

CSTPCDEI
影响因子:1.056
ISSN:1674-7321
年,卷(期):2024.67(8)
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