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岩石RHT模型部分参数的敏感性分析及确定

李洪超 王富旗 张继 梁瑞 文义明

高压物理学报2025,Vol.39Issue(6):64-74,11.
高压物理学报2025,Vol.39Issue(6):64-74,11.DOI:10.11858/gywlxb.20240965

岩石RHT模型部分参数的敏感性分析及确定

Sensitivity Analysis and Determination of Some Parameters of the Rock RHT Model

李洪超 1王富旗 2张继 2梁瑞 3文义明4

作者信息

  • 1. 昆明理工大学公共安全与应急管理学院,云南 昆明 650093||昆明理工大学城市学院,云南 昆明 650051
  • 2. 昆明理工大学公共安全与应急管理学院,云南 昆明 650093
  • 3. 昆明理工大学国土资源工程学院,云南 昆明 650093
  • 4. 昆明冶金高等专科学校冶金与矿业学院,云南 昆明 650033
  • 折叠

摘要

Abstract

The Riedel-Hiermaier-Thoma(RHT)model is extensively used in the numerical simulation and analysis of phenomena such as explosive impacts and penetration.The accuracy of the simulation results is primarily dependent on the constitutive model and the parameter values used within it.To perform sensitivity analysis and parameter determination for Lode angle correlation coefficient,the tensile yield surface parameter,the reference compressive strain rate,the reference tensile strain rate,the failure compressive strain rate and the failure tensile strain rate in the RHT model for various rock types,LS-DYNA was employed to simulate the projectile penetration into a target and split Hopkinson pressure bar(SHPB)impact tests under single-factor variations.The effects of changes in parameter values on the simulation results were analyzed,followed by an orthogonal test to assess the interaction effects between parameters and determine the optimal parameter values.The results indicate that the sensitivity ranking of the six parameters varies under different operational conditions,and the effects of these parameters on the elastic,linear strengthening,and damage-softening stages of the SHPB impact stress-strain curve were identified.Further orthogonal SHPB impact simulation tests confirm the absence of interaction between these parameters,validating that the single-factor sensitivity analysis results are effective.The optimal values for these parameters in the RHT models of granite,red sandstone,and marble are determined.This finding provides valuable insights for the sensitivity analysis and parameter determination in rock-type RHT models.

关键词

RHT模型/弹体侵彻/分离式霍普金森压杆/参数敏感性/正交试验

Key words

RHT model/projectile penetration/split Hopkinson pressure bar/parameter sensitivity/orthogonal test

分类

力学

引用本文复制引用

李洪超,王富旗,张继,梁瑞,文义明..岩石RHT模型部分参数的敏感性分析及确定[J].高压物理学报,2025,39(6):64-74,11.

基金项目

国家自然科学基金(52164010,52364016) (52164010,52364016)

云南省兴滇英才支持计划青年人才专项(KKXX202456056) (KKXX202456056)

高压物理学报

OA北大核心

1000-5773

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