首页|期刊导航|爆炸与冲击|基于动静态力学试验下的红砂岩Holmquist-Johnson-Cook本构与数值模拟研究

基于动静态力学试验下的红砂岩Holmquist-Johnson-Cook本构与数值模拟研究OA

Static and dynamic mechanical tests and numerical simulation on the Holmquist-Johnson-Cook constitutive model for red sandstone

中文摘要英文摘要

岩石材料被广泛应用于防护工程和各种隧道等民用工程结构中,研究其动态力学性能具有重要意义.以山东济南某石矿的红砂岩为研究对象,利用三轴试验机和分离式霍普金森杆装置分别开展不同围压下和不同应变率下红砂岩的力学特性研究,并基于动静态力学试验对红砂岩的 Holmquist-Johnson-Cook(HJC)本构模型参数进行确定.采用已经确定的红砂岩 HJC 本构模型参数,建立大口径分离式霍普金森压杆动态压缩试验的有限元模型对参数进行验证.结果表明:在围压环境下,红砂岩内部裂纹的扩展方向和程度受到限制,使得裂纹难以快速贯通,从而峰值应力随着静水压力和的增大而增大;在不同气压的加载下,红砂岩存在明显率效应现象,动态抗压和劈拉强度与平均应变率呈现正相关,通过抗压强度因子和抗拉强度因子的研究发现,动态拉伸峰值应力的率效应现象更为明显;确定的HJC 本构模型参数在 LS-DYAN 中可以较好地模拟红砂岩在动态冲击的损伤失效过程,在未达到最大峰值应力时,数值模拟结果与试验结果的应力-应变曲线基本一致.确定的致密、高强度红砂岩参数可为红砂岩的动态力学性能研究和工程应用提供参考.

Rock materials are extensively employed in protective engineering and various civil-works structures such as tunnels;investigating their dynamic mechanical behaviour is therefore of great significance.Red sandstone from a stone quarry in Jinan,was selected as the test material.A triaxial testing machine and a split Hopkinson pressure bar(SHPB)apparatus were used to study the mechanical properties of the sandstone under different confining pressures and strain rates,respectively.On the basis of the static and dynamic test data,the parameters of the Holmquist-Johnson-Cook(HJC)constitutive model for red sandstone were calibrated.Using these calibrated parameters,a finite-element model of the dynamic compression test on a large-diameter SHPB was established;verification was performed by comparing the numerical results with the experimental results in terms of both the failure pattern of the red sandstone and the corresponding stress-strain curves.The results show that:(1)under confining pressure,the propagation direction and extent of internal cracks are constrained,preventing rapid crack penetration,so that the peak stress increases with increasing hydrostatic pressure;(2)under different loading air pressures,red sandstone exhibits a pronounced strain-rate effect,with both dynamic compressive and splitting tensile strengths positively correlated with the average strain rate;(3)analysis of the dynamic increase factors for compressive strength(DIFc)and tensile strength(DIFl)indicates that the strain-rate effect on the dynamic tensile peak stress is more pronounced.The calibrated HJC constitutive parameters accurately reproduce the damage and fracture process of red sandstone under dynamic impact in LS-DYNA;prior to the maximum peak stress,the stress-strain curves obtained numerically are essentially consistent with the experimental curves.The calibrated parameters for this dense,high-strength red sandstone can serve as a reference for future studies on the dynamic mechanical properties of red sandstone and for its engineering applications.

周永旺;汪维;刘洁宁;欧阳鑫;刘君

宁波大学冲击与安全工程教育部重点实验室,浙江 宁波 315211宁波大学冲击与安全工程教育部重点实验室,浙江 宁波 315211||江汉大学精细爆破全国重点实验室,湖北 武汉 430056宁波大学冲击与安全工程教育部重点实验室,浙江 宁波 315211宁波大学冲击与安全工程教育部重点实验室,浙江 宁波 315211宁波大学冲击与安全工程教育部重点实验室,浙江 宁波 315211

数理科学

红砂岩Holmquist-Johnson-Cook本构模型LS-DYNA分离式霍普金森压杆

red sandstoneHolmquist-Johnson-Cook constitutive modelLS-DYNAsplit Hopkinson pressure bar

《爆炸与冲击》 2026 (8)

103-116,14

国家自然科学基金(11302261,11972201)江汉大学精细爆破全国重点实验室项目(PBSKL25A18)

10.11883/bzycj-2025-0280

评论