Home           Contact us           FAQs           
 
   Journal Page   |   Aims & Scope   |   Author Guideline   |   Editorial Board   |   Search
    Abstract
2014 (Vol. 7, Issue: 3)
Article Information:

Ultimate Flexural Capacity of Unbounded Prestressed Concrete Pier

Wang Hui-li, Zhang Lin and Qin Si-Feng
Corresponding Author:  Zhang Lin 

Key words:  Pier, prestressed concrete, ultimate flexural capacity, unbounded, , ,
Vol. 7 , (3): 614-618
Submitted Accepted Published
March 07, 2013 April 12, 2013 January 20, 2014
Abstract:

Based on the plastic-hinge method, the influence of different factors on the ultimate flexural capacity is analyzed, including relationship between the ultimate bearing capacity and prestressing tendon area, the regular reinforcement area, the strength of concrete and other influence factors. The results show that, the increase in the area of regular reinforcement and the strength of concrete can enhance the ultimate flexural capacity. Moreover, the ultimate bending moment increases first and then decreases, with the increasing of the prestressing tendon. Thus, the most effective method to increase the ultimate flexural capacity of prestressed concrete bridge pier is to increase regular reinforcement ratio, and to control the number of prestressing tendon simultaneously.
Abstract PDF HTML
  Cite this Reference:
Wang Hui-li, Zhang Lin and Qin Si-Feng, 2014. Ultimate Flexural Capacity of Unbounded Prestressed Concrete Pier.  Research Journal of Applied Sciences, Engineering and Technology, 7(3): 614-618.
    Advertise with us
 
ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Current Information
   Sales & Services
   Contact Information
  Executive Managing Editor
  Email: admin@maxwellsci.com
  Publishing Editor
  Email: support@maxwellsci.com
  Account Manager
  Email: faisalm@maxwellsci.com
  Journal Editor
  Email: admin@maxwellsci.com
  Press Department
  Email: press@maxwellsci.com
Home  |  Contact us  |  About us  |  Privacy Policy
Copyright © 2009. MAXWELL Science Publication, a division of MAXWELLl Scientific Organization. All rights reserved