首页|基于FLAC 3D的灰岩单轴压缩强度特性及能量演化研究

基于FLAC 3D的灰岩单轴压缩强度特性及能量演化研究

Research on Strength Characteristics and Energy Evolution of Limestone Under Uniaxial Compression Based on FLAC 3D

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为探索灰岩在单轴压缩条件下的力学特性以及能量演化规律,本文利用基于有限差分的数值分析软件FLAC 3D进行灰岩标准圆柱体试件的单轴压缩模拟,并基于FLAC 3D软件当中的摩尔库伦本构模型和应变软化本构模型进行计算分析,得出在不同本构模型下的数值结果,并结合能量定律分析数值模型在加载过程中的能量演化情况.结果表明:(1)摩尔库伦模型的峰值强度随着粘聚力的衰减而降低;(2)应变软化本构模型的轴应力在峰值强度前与摩尔库伦模型的变化一致,但在峰值后随荷载增加强度逐渐减小;(3)在峰值强度前2种模型的总能量密度和耗散能密度在渐增,在峰值强度后摩尔库伦模型的弹性能密度趋于稳定,应变软化模型的弹性能密度逐渐趋近于0.
In order to explore the mechanical properties and energy evolution law of limestone under uniaxial compres-sion,this paper uses the numerical analysis software FLAC 3D based on finite difference to simulate the uniaxial com-pression of limestone standard cylinder specimens,and calculates and analyzes them based on the Mohr Coulomb con-stitutive model and strain softening constitutive model in FLAC 3D software.The numerical results under different con-stitutive models are obtained,and the energy evolution of the numerical models during loading is analyzed according to the energy law.The results show that:(1)the peak strength of the Mohr Coulomb model decreases with the attenua-tion of cohesion;(2)The axial stress of the strain-softening constitutive model is consistent with that of the Mohr Coulomb model before the peak strength,but gradually decreases with the increase of load after the peak strength;(3)Before the peak strength,the total energy density and dissipated energy density of the two models gradually in-crease.After the peak strength,the elastic energy density of the Mohr Coulomb model tends to be stable,and the elas-tic energy density of the strain softening model gradually approaches 0.

limestoneuniaxial compressionconstitutive modelenergy density

袁世松、杜斌、许世敏

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贵州大学 土木工程学院,贵阳 550025

贵阳公路管理局,贵阳 550081

灰岩 单轴压缩 本构模型 能量密度

国家自然科学基金

52268022

2024

科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
年,卷(期):2024.40(4)
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