Analytical Solution of Plastoelastic Buckling of Rectangular Section Column Strengthened by Carbon Fibre Sheets
Available Online February 2018.
- 10.2991/ifeesm-17.2018.54How to use a DOI?
- member; carbon fibre; bending moment; buckling
Based on the Ježek method of computing elastic-plastic buckling of compression-bending member , analytical solutions of buckling ultimate load for rectangular column strengthened by carbon fibre sheets are derived. A new method of theoretical research on elastic-plastic buckling of steel member is provided. Some conclusions are obtained by analyzing the stress of rectangular column before and after being pasted with carbon fiber sheets. The effects of different thickness of composites on the ultimate load of rectangular column are discussed, the theoretical analysis is proved correct by the numerical simulation test.
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Chengzhu Qiu PY - 2018/02 DA - 2018/02 TI - Analytical Solution of Plastoelastic Buckling of Rectangular Section Column Strengthened by Carbon Fibre Sheets BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 284 EP - 288 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.54 DO - 10.2991/ifeesm-17.2018.54 ID - Qiu2018/02 ER -