TY - JOUR
T1 - MPM-driven dynamic desiccation cracking and curling in unsaturated soils
AU - Tu, Zaili
AU - Peng, Chen
AU - Li, Chen
AU - Wang, Chenhui
AU - Liu, Long
AU - Wang, Changbo
AU - Qin, Hong
N1 - Publisher Copyright:
© 2023 John Wiley & Sons Ltd.
PY - 2023/5/1
Y1 - 2023/5/1
N2 - Desiccation cracking of soil-like materials is a common phenomenon in natural dry environment, however, it remains a challenge to model and simulate complicated multi-physical processes inside the porous structure. With the goal of tracking such physical evolution accurately, we propose an MPM based method to simulate volumetric shrinkage and crack during moisture diffusion. At the physical level, we introduce Richards equations to evolve the dynamic moisture field to model evaporation and diffusion in unsaturated soils, with which a elastoplastic model is established to simulate strength changes and volumetric shrinkage via a novel saturation-based hardening strategy during plastic treatment. At the algorithmic level, we develop an MPM-fashion numerical solver for the proposed physical model and achieve stable yet efficient simulation towards delicate deformation and fracture. At the geometric level, we propose a correlating stretching criteria and a saturation-aware extrapolation scheme to extend existing surface reconstruction for MPM, producing visual compelling soil appearance. Finally, we manifest realistic simulation results based on the proposed method with several challenging scenarios, which demonstrates usability and efficiency of our method.
AB - Desiccation cracking of soil-like materials is a common phenomenon in natural dry environment, however, it remains a challenge to model and simulate complicated multi-physical processes inside the porous structure. With the goal of tracking such physical evolution accurately, we propose an MPM based method to simulate volumetric shrinkage and crack during moisture diffusion. At the physical level, we introduce Richards equations to evolve the dynamic moisture field to model evaporation and diffusion in unsaturated soils, with which a elastoplastic model is established to simulate strength changes and volumetric shrinkage via a novel saturation-based hardening strategy during plastic treatment. At the algorithmic level, we develop an MPM-fashion numerical solver for the proposed physical model and achieve stable yet efficient simulation towards delicate deformation and fracture. At the geometric level, we propose a correlating stretching criteria and a saturation-aware extrapolation scheme to extend existing surface reconstruction for MPM, producing visual compelling soil appearance. Finally, we manifest realistic simulation results based on the proposed method with several challenging scenarios, which demonstrates usability and efficiency of our method.
KW - material point method
KW - mesh reconstruction
KW - physics-based simulation
KW - soil cracks simulation
UR - https://www.scopus.com/pages/publications/85159632155
U2 - 10.1002/cav.2172
DO - 10.1002/cav.2172
M3 - 文章
AN - SCOPUS:85159632155
SN - 1546-4261
VL - 34
JO - Computer Animation and Virtual Worlds
JF - Computer Animation and Virtual Worlds
IS - 3-4
M1 - e2172
ER -