An efficient patch-to-patch method for coupling independent finite element subdomains with intersecting interfaces

H Fang, D Zhang, Q Fang, L Cao, M Wen - Computer Methods in Applied …, 2022 - Elsevier
This paper proposes a simple yet efficient mortar-type method to couple independent finite
element subdomains with intersecting interfaces. In this method, we split the subdomain …

A dual mortar embedded mesh method for internal interface problems with strong discontinuities

J Ao, M Zhou, B Zhang - International Journal for Numerical …, 2022 - Wiley Online Library
Internal interface problems with strong discontinuities for inclusion‐matrix systems are
common and also challenging in engineering. In this work, a dual mortar embedded mesh …

Study on Mechanism of Rock Joint Normal Deformation Based on Mesoscopic Modified Hertzian Contact Model

H Ma, Y Cao, J Qian, Z Lu, J Li - Rock Mechanics and Rock Engineering, 2024 - Springer
Theoretical Hertzian contact model is used to numerically study contact area of rock joints
under normal deformation, stress distribution, and spatial variation of aperture during …

Seismic response analysis of concrete-faced rockfill dams with dual mortar contact method

J Ao, M Zhou, B Zhang, N Fang - Computers and Geotechnics, 2022 - Elsevier
Many high concrete-faced rockfill dams (CFRD) are constructed or planned with high
seismic intensity. It is challenging to evaluate the resultant seismic response involving multi …

A DOFs condensation based algorithm for solving saddle point systems in contact computation

X Duan, H An, Z Mo - arXiv preprint arXiv:2409.14979, 2024 - arxiv.org
In contact mechanics computation, the constraint conditions on the contact surfaces are
typically enforced by the Lagrange multiplier method, resulting in a saddle point system. The …

Numerical evaluation of transient solar radiation effect on concrete-faced rockfill dam with dual mortar contact method

W Yin, W Wang, M Zhou, B Zhang - Computers and Geotechnics, 2021 - Elsevier
Extrusion damage in the concrete face was widely observed in high concrete-faced rockfill
dams in the last two decades. However, the accurate estimation of the concrete stress …