RESEARCH ARTICLE
Numerical Optimization Design of Anchoring End of Prestressed Cable at Some Hydropower Station
Zhechao Fan*, 1, 2, Jun Sun1
Article Information
Identifiers and Pagination:
Year: 2016Volume: 10
First Page: 246
Last Page: 250
Publisher ID: TOCIEJ-10-246
DOI: 10.2174/1874149501610010246
Article History:
Received Date: 12/1/2016Revision Received Date: 25/2/2016
Acceptance Date: 17/3/2016
Electronic publication date: 25/05/2016
Collection year: 2016
open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.
Abstract
The paper discusses the numerical optimization design of anchoring end of prestressed cable at some hydropower station. There are two types of designing for the anchoring end, namely using square thick steel anchor bearing plate or using the round-tower anchor bearing plate. By the numerical calculation, the anchoring end using the round-tower anchor bearing plate can match the space and mechanical characteristics of the anchoring end, and stress of the anchoring end is more reasonable.