Research

1. Multiscale modeling of granular media

The behavior of granular is among the most perplexing phenomena that attract sustained interests from science and engineering. The response of granular media is determined by their underlying structure. Weijian strives to establish a multiscale computational framework for granular media, which enables:

Anchor pullout in sand, which enables direct dialogue between multiple scales.

Strip footing highlighting the contrast between isotropy and anisotropy.

2. Contact Algorithm for Mesh-free Approach

Contact algorithm is one of the challenging aspects of mesh free approaches like MPM. Weijian strives to devise robust contact algorithm for meshless method for improving their capbility in model complex problems. See below for our proposed dual-mortar based contact algorithm for MPM.

Rolling disk on inclined plane

Ironing test, featuring the large deformation and large sliding

Compression of a packing of soft grains

3. Mesh-free Methods and High-performance computing

Weijian also endeavors to devise innovative scheme for meshless method (e.g., Material Point Method) and high-performance computing for leveraging the computational efficiency, fully unleashing their capacity. Those attempts include:

Three-dimensional intruder pullout in sand. This simulation is equipped with the proposed flat-MPI parallelism scheme and carried out in the Tianhe2 supercomputer.

Wave propagation in saturate granular soil with varying microstructure, isotropy (left) and anisotropy (right)