首页|不同含水率红陶土的SHPB动力学性能实验

不同含水率红陶土的SHPB动力学性能实验

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为研究动态加载下红陶土的动态力学特性,利用分离式霍普金森压杆系统,开展了含水率分别为5%、7%、9%、11%、13%和15%,冲击速度分别为6、8、10 m/s,分析了不同含水率和应变率条件下红陶土的动力学特性.结果表明:随着冲击速度的增大,红陶土应变率效应显著;在冲击荷载作用下,红陶土的动态应力-应变关系曲线随加载应变率提高呈现2种曲线类型,分别为脆-塑性破坏和脆性破坏,随着应变率的增加,红陶土破坏过程由塑-脆性破坏逐转变为脆性破坏;红陶土的抗压强度、动态弹性模量均随应变率的增大而增加,并随着含水率的增大先减小后增大.
Experimental on SHPB Dynamic Properties of Red Clay with Different Water Content
In order to investigate the dynamic mechanical properties of red clay under dynamic loading,the split Hopkinson pres-sure bar(SHPB)dynamic test system was utilized to conduct tests at water content levels of 5%,7%,9%,11%,13%,and 15%,and impact velocities of 6 m/s,8 m/s,and 10 m/s.A total of 18 sets of red clay samples with varying water content and impact veloc-ity were examined to assess the dynamic characteristics of red clay under different water content and strain rate conditions.The findings indicate that the clay exhibits a noticeable strain rate dependency as the impact velocity increases.When subjected to impact loading,the dynamic stress-strain curve of lattice-clay displays two distinct curves corresponding to different loading strain rates,specifically brittle-plastic failure and brittle failure.As the strain rate rises,the failure mechanism of lattice-clay shifts gradually from plastic-brittle failure to brittle failure.Under the influence of impact velocity alone,the compressive strength and dynamic elastic modulus of terracot-ta increase with higher strain rates,while they initially decrease and then increase with rising water content.

red claydynamic mechanical propertiesimpact loadSHPB(split Hopkinson pressure bar)

解北京、武博文、刘天乐、栾铮、张景顺、于瑞星

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中国矿业大学(北京)应急管理与安全工程学院,北京 100089

红陶土 动态力学特性 冲击荷载 SHPB(split Hopkinson pressure bar)

国家自然科学基金青年科学基金中央高校基本科研业务费专项

514042772022YJSAQ15

2024

科学技术与工程
中国技术经济学会

科学技术与工程

CSTPCD北大核心
影响因子:0.338
ISSN:1671-1815
年,卷(期):2024.24(22)