TY - JOUR
T1 - Indentation over a transversely isotropic, poroelastic, and layered half-space
AU - Zhang, Zhiqing
AU - Pan, Ernian
AU - Zhou, Jiangcun
AU - Lin, Chih Ping
AU - Liu, Shuangbiao
AU - Wang, Qian
N1 - Publisher Copyright:
© 2023 Elsevier Inc.
PY - 2024/3
Y1 - 2024/3
N2 - Poroelastic materials are common in nature and have applications in many engineering fields. In this paper, we derive a general solution of indentation over a multilayered half-space consisting of transversely isotropic and poroelastic materials. The rigid disc-shaped indenter is subjected to a vertical force of Heaviside time-variation. The solution is expressed in terms of the recently introduced powerful Fourier-Bessel series (FBS) system of vector functions combined with the unconditionally stable dual-variable and position method for dealing with layering. Since the problem is a mixed boundary-value one, the Green's functions due to a vertical ring-load are first derived which are then utilized in the integral least-square formulation to derive the solution. In terms of the FBS method, the expansion coefficients, which are further called Love numbers, are discrete, and therefore can be pre-calculated and used repeatedly for different field points on the surface. As such, the solution based on the new FBS method is more efficient and accurate than previous integral-transform methods. This new FBS method is particularly attractive when dealing with mixed boundary-value problems where time-variation is further involved. Numerical examples are conducted to validate the accuracy of the proposed solution and to demonstrate the effects of material layering, geometry, and hydraulic boundary conditions on the contact performance of the material system.
AB - Poroelastic materials are common in nature and have applications in many engineering fields. In this paper, we derive a general solution of indentation over a multilayered half-space consisting of transversely isotropic and poroelastic materials. The rigid disc-shaped indenter is subjected to a vertical force of Heaviside time-variation. The solution is expressed in terms of the recently introduced powerful Fourier-Bessel series (FBS) system of vector functions combined with the unconditionally stable dual-variable and position method for dealing with layering. Since the problem is a mixed boundary-value one, the Green's functions due to a vertical ring-load are first derived which are then utilized in the integral least-square formulation to derive the solution. In terms of the FBS method, the expansion coefficients, which are further called Love numbers, are discrete, and therefore can be pre-calculated and used repeatedly for different field points on the surface. As such, the solution based on the new FBS method is more efficient and accurate than previous integral-transform methods. This new FBS method is particularly attractive when dealing with mixed boundary-value problems where time-variation is further involved. Numerical examples are conducted to validate the accuracy of the proposed solution and to demonstrate the effects of material layering, geometry, and hydraulic boundary conditions on the contact performance of the material system.
KW - Consolidation
KW - Dual-variable and position method
KW - FBS system of vector functions
KW - Layered poroelasticity
KW - Love number
KW - Transverse isotropy
UR - http://www.scopus.com/inward/record.url?scp=85181164674&partnerID=8YFLogxK
U2 - 10.1016/j.apm.2023.12.027
DO - 10.1016/j.apm.2023.12.027
M3 - Article
AN - SCOPUS:85181164674
SN - 0307-904X
VL - 127
SP - 588
EP - 606
JO - Applied Mathematical Modelling
JF - Applied Mathematical Modelling
ER -