流体饱和多孔圆柱体应力波的解析孔热弹性动力学建模

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-12-31 DOI:10.1002/nag.3934
Chao Liu
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引用次数: 0

摘要

分析孔隙热弹性动力学(PTED)的解决方案在文献中是罕见的。流体饱和多孔材料对加载频率、流体流动、应力和温度耦合机制的响应尚不清楚。在本文中,我们利用PTED理论,推导了各向同性流体饱和多孔圆柱体在谐波振动作用下的孔隙压力、温度、应力、力和位移的解析解。孔隙压力、位移和温度的耦合偏微分方程通过矩阵对角化解耦,进一步引入势函数和分离变量进行求解。PTED溶液通过缓解热效应重现了孔隙弹性动力学(PED)。算例表明,孔隙压力、应力和位移三者之间的耦合机制具有高度的频率依赖性。在惯性冲击更为显著的情况下,热效应在低频时比高频时更为明显。对于PTED和PED两种情况,孔隙压力在低频方向上几乎是均匀的,而在高频方向上变得不均匀。位移在低频时表现为线性,在高频时变为非线性。热应力和膨胀对孔隙压力和位移有显著影响。简单的灵敏度分析表明,孔隙压力随固体基体体积热膨胀系数的增加在低频呈线性单调响应,在高频呈非线性非单调响应。固体基体的体积热膨胀系数对垂直位移的影响较小,对径向位移的影响较大。
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Analytical Porothermoelastodynamic Modeling of Stress Wave Through a Fluid‐Saturated Porous Cylinder
Analytical porothermoelastodynamic (PTED) solutions are rare in the literature. The responses of fluid‐saturated porous materials subject to coupled mechanisms of loading frequency, fluid flow, stress, and temperature are unclear. In this paper, we use the PTED theory and derive the analytical solutions of pore pressure, temperature, stress, force, and displacement for an isotropic fluid‐saturated porous cylinder subject to a harmonic vibration. The coupled partial differential equations among pore pressure, displacement, and temperature are decoupled by matrix diagonalization and solved by further introducing a potential function and separation of variables. The PTED solution reproduces the poroelastodynamic (PED) one by easing the thermal effect. A demonstration example shows that the coupled mechanisms among pore pressure, stress, and displacement are highly frequency dependent. The thermal effect is more pronounced at low frequencies than at high frequencies when the inertial impact is more significant. Pore pressure is almost uniform in the ‐direction at low frequencies and becomes nonuniform at high frequencies for both PTED and PED cases. Displacements exhibit linear behavior at low frequencies and become nonlinear at high frequencies. Thermal stress and expansion significantly impact the pore pressure and displacement. A brief sensitivity analysis shows that pore pressure responds linearly and monotonically with the increase of the volumetric thermal expansion coefficient of the solid matrix at low frequencies and becomes nonlinear and nonmonotonic at high frequencies. The volumetric thermal expansion coefficient of the solid matrix has a minor effect on the vertical displacement and significantly influences the radial displacement.
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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