Numerical Simulation Study on the Failure Mode of Soil-structure Contact Interface
Peng Du, Xiaoling Liu, Bo Yang
Available Online April 2015.
- https://doi.org/10.2991/icmra-15.2015.84How to use a DOI?
- soil-structure interaction; contact interface; numerical simulation; failure mode
- Direct shear test is recommended as a rational test approach for understanding of the behavior of soil-structure interface. Based on the ABAQUS software, a 3DFEM model is established and the direct shear test process of soil-concrete contact is simulated. The analysis about the soil shear stress-deformation under different normal stress has been done. The results show that the ABAQUS finite software can better simulate the soil-structure interaction. The contact failure mode of node and interface is revealed by contact node shear stress-displacement curve and contact state nephogram on the development process of shear failure.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Peng Du AU - Xiaoling Liu AU - Bo Yang PY - 2015/04 DA - 2015/04 TI - Numerical Simulation Study on the Failure Mode of Soil-structure Contact Interface BT - Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation PB - Atlantis Press SP - 426 EP - 429 SN - 2352-538X UR - https://doi.org/10.2991/icmra-15.2015.84 DO - https://doi.org/10.2991/icmra-15.2015.84 ID - Du2015/04 ER -