The Shear Forming Mechanism Research of Matrix Arrangement Cement Lining Steel
Authors
Min Zhang, Shuai Guo, Shu-liang Zou
Corresponding Author
Min Zhang
Available Online April 2015.
- DOI
- 10.2991/ameii-15.2015.276How to use a DOI?
- Keywords
- Cement lining steel pipe;Rigid-flexible coupling; Plastic yield;Mathematical model
- Abstract
It is because the matrix arrangement cement lining steel shear which have large elastic-plsatic deformation,yield deformation and slip body ,as well as existing multiple complex nonlinear and coupling that traditional methods have not been able to meet the analysis requirements. Therefore,The coupled theory based on elastic mechanics, fracture mechanics and brittle fracture was put forward by considering the change”elastic deformation-plastic yield-shear fracture”,and having in-depth discussion about the sheear process.Eventually,a complete mathematical model of matrix arrangement cement lining steel shear has been formed to provides theoretical basis for shear performance and mechanics analysis.
- 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 - Min Zhang AU - Shuai Guo AU - Shu-liang Zou PY - 2015/04 DA - 2015/04 TI - The Shear Forming Mechanism Research of Matrix Arrangement Cement Lining Steel BT - Proceedings of the International Conference on Advances in Mechanical Engineering and Industrial Informatics PB - Atlantis Press SP - 1500 EP - 1504 SN - 2352-5401 UR - https://doi.org/10.2991/ameii-15.2015.276 DO - 10.2991/ameii-15.2015.276 ID - Zhang2015/04 ER -