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高应变率下花岗岩动态力学特性分析

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为探究冲击荷载作用下花岗岩的动态力学参数的变化规律,文中利用分离式霍普金森压杆试验技术(SHPB)对花岗岩试件进行冲击试验.结果表明,花岗岩的峰值应力随着应变率的增长呈线性增长,表现出明显的应变率效应.动态弹性模量与应变速率间存在正相关性,峰值应变与应变率呈现S型函数关系,极限应变随应变率的增长呈现出线性递增趋势.
Dynamic Mechanical Characterization of Granite under High Strain Rate
In order to explore the variation law of the dynamic mechanical parameters of granite under impact load,the impact test of granite specimens was carried out by using the split Hopkinson pressure bar test(SHPB),and the test results showed that the peak stress of granite increased linearly with the increase of strain rate,showing an obvious strain rate effect.There is a positive correlation between the dynamic elastic modulus and the strain rate,the peak strain and the strain rate show an S-shaped function relationship,and the ultimate strain shows a linear increasing trend with the increase of the strain rate.

SHPBStrain rate effectStress-strain curveDynamic mechanical parameters

李永杨、郝英奇、陈旭东

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安徽建筑大学勘测设计研究院有限公司,安徽 合肥 230022

安徽建筑大学土木工程学院,安徽 合肥 230601

分离式霍普金森压杆 应变率效应 应力-应变曲线 动态力学参数

安徽省住房城乡建设科学技术计划安徽省住房城乡建设科学技术计划

2021-RK01HYB20230254

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(2)
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