Impact-resistant performance of DVST sandwich panel under low-velocity impact and numerical cases study of protective effect on RC column
• A double vertical steel tube (DVST) sandwich panel, with a core layer composed of inner and outer vertical circular hollow steel tubes, was proposed. • The dynamic behaviors of the DVST sandwich panel under low-velocity impact was evaluated • A precise 3D finite element model was developed. • The effectiveness of the DVST sandwich panel as a sacrificial cladding for reinforced concrete (RC) columns under low-velocity impact was investigated A double vertical steel tube (DVST) sandwich panel, with a core layer composed of inner and outer vertical circular hollow steel tubes, was proposed as a sacrificial cladding to mitigate the damage induced by impact loading to reinforced concrete (RC) column. Through experimental tests and numerical simulations, dynamic behaviors of the DVST sandwich panel under low-velocity impact was evaluated. The impacts of varying inner tube diameters and single-layer versus double-layer configurations on the failure mode and the time-history of impact forces of the DVST sandwich panels were examined. The results indicated that the steel tube of the upper layer in double-layer DVST sandwich panels played a crucial role in absorbing impact energy. Additionally, the effectiveness of the DVST sandwich panel as a sacrificial cladding for RC columns under low-velocity impact was investigated. The findings revealed that the presence of the DVST sandwich panel reduced the energy absorbed by the RC column by approximately 60.1%, effectively preserving the integrity of the column while minimizing deformation and damage.
Authors
- Shenchun Xu (ORCID: https://orcid.org/0000-0003-1008-6672)
- Chengqing Wu (ORCID: https://orcid.org/0000-0001-8907-8493)
- Ting Yang (ORCID: https://orcid.org/0000-0002-2845-4536)
- Yun Zhou (ORCID: https://orcid.org/0000-0003-1962-369X)
- Cholap Chong
- Pengcheng Yuan (ORCID: https://orcid.org/0000-0002-3531-657X)
Institutions
- University of Technology Sydney (AU)
- Foshan University (CN)
- Guangzhou University (CN)
Publication Details
- Journal
- Thin-Walled Structures
- Published
- 2024-10-05
- DOI
- https://doi.org/10.1016/j.tws.2024.112536
- Citations
- 3
- Primary Topic
- Structural Response to Dynamic Loads
- Type
- article
- Field-Weighted Citation Impact
- 0.78