首页|期刊导航|爆炸与冲击|基于PAWN全局敏感性分析与智能优化算法的岩石RHT本构参数反演

基于PAWN全局敏感性分析与智能优化算法的岩石RHT本构参数反演OA

Parameter inversion of rock RHT constitutive model using PAWN global sensitivity analysis and intelligent optimization algorithm

中文摘要英文摘要

针对 Riedel-Hiermaier-Thoma(RHT)本构模型中 16 个难以标定的参数,基于 Pianosi-Wagener(PAWN)全局敏感性分析方法与智能优化算法,联合 MATLAB 与 ANSYS/LS-DYNA 仿真计算平台,引入应力-应变曲线面积差作为核心评价指标,开发了计算结果的批量提取与自动化三波对齐技术,构建了一套高效、可靠的 RHT 本构参数反演体系,首次实现了 RHT 模型关键参数的全局敏感性分析与自动化反演.结果表明,在 16 个难以标定的参数中,仅有 8 个参数对模型响应具有显著的影响.基于智能优化算法的参数反演相对误差控制在 0.23%~9.28%之间,并通过半圆盘三点弯试验和缩尺爆破试验验证了其可靠性.该方法显著提升了 RHT 本构参数的标定效率和准确性,其不依赖于构建庞大的样本数据集,适用于多种荷载工况下的参数标定.相较于传统方法,该方法仅需不到 15 次迭代即可满足反演精度,能满足计算效率和精度的双重需求,具有良好的工程适用性.

The Riedel-Hiermaier-Thoma(RHT)constitutive model has been widely applied in tunnel blasting,impact-resistant structural design,and underground protective engineering due to its strong capability to describe the mechanical behavior of brittle materials such as rock and concrete under high-strain-rate and high-pressure conditions.However,the model involves a large number of nonlinear parameters,some of which are difficult to determine experimentally because of the high cost of testing.These key parameters are often adjusted through trial-and-error methods,which limit both modeling efficiency and simulation accuracy.To overcome these limitations,a comprehensive parameter inversion framework was developed for 16 difficult-to-calibrate parameters of the RHT model.The framework integrated the PAWN(Pianosi-Wagener)global sensitivity analysis method with intelligent optimization algorithms and coupled MATLAB with the ANSYS/LS-DYNA simulation platform.The area difference of the stress-strain curve was introduced as the core evaluation metric,and a batch result-extraction and automated three-wave alignment technique was developed.Based on these developments,an efficient and reliable RHT parameter inversion system was established,achieving,for the first time,a global sensitivity analysis(GSA)and automated inversion of key parameters in the RHT model.The results show that,among the 16 parameters analyzed,only eight exert a significant influence on the model response.The intelligent optimization-based inversion achieved relative errors ranging from 0.23%to 9.28%,and the reliability of the calibrated parameters was verified through Semicircular Bend Split Hopkinson Pressure Bar(SCB-SHPB)tests and scaled blasting experiments.The proposed method significantly enhances both the efficiency and accuracy of RHT parameter calibration without the need to construct large sample datasets,and it is applicable to a wide range of loading conditions.Compared with traditional calibration approaches,the required inversion accuracy was achieved in fewer than 15 iterations,meeting the dual demands of computational efficiency and precision.Overall,the proposed framework provides a new and effective approach for sensitivity analysis and parameter calibration of dynamic constitutive models,demonstrating strong engineering applicability and practical value.

田浩帆;邵泽楷;于季;游帅;王峥峥

大连理工大学建设工程学院,辽宁 大连 116024大连理工大学建设工程学院,辽宁 大连 116024大连理工大学建设工程学院,辽宁 大连 116024北京科技大学土木与资源工程学院,北京 100083大连理工大学建设工程学院,辽宁 大连 116024

数理科学

RHT本构参数标定PAWN方法智能优化算法全局敏感性参数反演

calibration of RHT constitutive parametersPAWN methodintelligent optimization algorithmglobal sensitivityparameter inversion

《爆炸与冲击》 2026 (5)

58-82,25

10.11883/bzycj-2025-0254

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