首页|期刊导航|爆炸与冲击|主体结构荷载可控的新型组合式防护结构(Ⅱ):影响因素及设计理念

主体结构荷载可控的新型组合式防护结构(Ⅱ):影响因素及设计理念OA北大核心

A new composite protective structure based on the controllability of blast load on the structure layer(Ⅱ):influence factors and design concept

中文摘要英文摘要

为明确泡沫混凝土厚度和强度对组合式防护结构抗爆性能的影响,充分发挥和合理利用泡沫混凝土良好的消波特性,首先通过试验及数值模拟探讨不同泡沫混凝土厚度和强度对组合式防护结构抗爆性能的影响,并分析分层梯度泡沫混凝土在爆炸波作用下的消波特性.然后将组合式防护结构与采用中粗砂为分配层的传统成层式结构进行对比分析验证其优越性,在此基础上,总结凝练出组合式防护结构的主体结构荷载可控的设计理念.结果表明,利用泡沫混凝土材料较长的屈服平台和较低的波阻抗,以泡沫混凝土作为能量调控层,通过设计泡沫混凝土强度等级(密度等级)和厚度以及采用多层梯度泡沫混凝土,可使得作用于主体结构上的爆炸荷载峰值恰为泡沫混凝土屈服强度,实现对主体结构上荷载的可控设计,有效解决了中粗砂为分配层的传统成层式结构不易控制作用于主体结构上荷载的问题.研究结果可为抗新型钻地弹的防护设计提供重要参考.

Experimental and numerical investigations are carried out to clarify the influence of the thickness and strength of the foam concrete layer on the blast resistance of the new composite protective structure.The multilayer graded foam concrete is applied to adequately and rationally use the good wave dissipation performance of foam concrete.Then the advantage of the new composite protective structure is verified by comparison with the traditional layered structure with medium/coarse sand as the distribution layer.Finally,the design concept of composite protective structures based on the controllability of blast load on the structure layer is summarized.The foam concrete can be used as an energy control layer of the composite protective structure mainly due to its long yield plateau and low wave impedance.The blast load acting on the structure layer can be exactly equal to the yield strength of the foam concrete by choosing the appropriate thickness and strength(density)of the foam concrete layer,as well as the use of the multilayer graded foam concrete.Based on the controllable design concept of blast load on the structure layer in the new composite protective structure,the defects of traditional layered protective structure with medium/coarse sand as the distribution layer can be solved thoroughly.The results can provide an important reference for the design of protective structures against new earth penetration weapons.

方秦;高矗;孔祥振;杨亚

陆军工程大学爆炸冲击防灾减灾国家重点实验室,江苏 南京 210007陆军工程大学爆炸冲击防灾减灾国家重点实验室,江苏 南京 210007||内蒙古财经大学财政税务学院,内蒙古 呼和浩特 010070陆军工程大学爆炸冲击防灾减灾国家重点实验室,江苏 南京 210007陆军工程大学爆炸冲击防灾减灾国家重点实验室,江苏 南京 210007

力学

泡沫混凝土组合式防护结构可控设计爆炸波消波

foam concretecomposite protective structurecontrollable designblast wavewave dissipation

《爆炸与冲击》 2025 (1)

16-27,12

国家自然科学基金(52178515)

10.11883/bzycj-2023-0463

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