Longitudinal stress analyses of columns constrained by rebar under local compression
Authors
Y. Wang
Corresponding Author
Y. Wang
Available Online July 2015.
- DOI
- 10.2991/icimm-15.2015.259How to use a DOI?
- Keywords
- Local compression; plain concrete columns; rebar meshes; longitudinal stress; finite element analysis
- Abstract
Simulations of local compression on the centers of plain concrete square columns with rebar meshes and plain concrete square columns were conducted by means of the finite element analysis software ANSYS. The results show the distributions of longitudinal stress is basically consistent between the plain concrete column and the plain concrete columns equipped with rebar meshes. Increased stress concentration phenomena of load bearing surface, with the load increases. Local compression area ratio affect the rate of diffusion of longitudinal stress, In the vicinity of the pressure surface, local compression area ratio increases, the peak stress in-creased considerably, and local compression bearing capacity is reduced.
- Copyright
- © 2015, 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 - Y. Wang PY - 2015/07 DA - 2015/07 TI - Longitudinal stress analyses of columns constrained by rebar under local compression BT - Proceedings of the 5th International Conference on Information Engineering for Mechanics and Materials PB - Atlantis Press SP - 1422 EP - 1425 SN - 2352-5401 UR - https://doi.org/10.2991/icimm-15.2015.259 DO - 10.2991/icimm-15.2015.259 ID - Wang2015/07 ER -