Ductility and Ultimate Capacity of Prestressed Steel Reinforced Concrete Beams
Joint Authors
Wang, Chengquan
Shen, Yonggang
Yang, Runfang
Wen, Zuolin
Source
Mathematical Problems in Engineering
Issue
Vol. 2017, Issue 2017 (31 Dec. 2017), pp.1-6, 6 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2017-03-28
Country of Publication
Egypt
No. of Pages
6
Main Subjects
Abstract EN
Nonlinear numerical analysis of the structural behaviour of prestressed steel reinforced concrete (PSRC) beams was carried out by using finite element analysis software ABAQUS.
By comparing the load-deformation curves, the rationality and reliability of the finite element model have been confirmed; moreover, the changes of the beam stiffness and stress in the forcing process and the ultimate bearing capacity of the beam were analyzed.
Based on the model, the effect of prestressed force, and H-steel to the stiffness, the ultimate bearing capacity and ductility of beam were also analyzed.
American Psychological Association (APA)
Wang, Chengquan& Shen, Yonggang& Yang, Runfang& Wen, Zuolin. 2017. Ductility and Ultimate Capacity of Prestressed Steel Reinforced Concrete Beams. Mathematical Problems in Engineering،Vol. 2017, no. 2017, pp.1-6.
https://search.emarefa.net/detail/BIM-1189553
Modern Language Association (MLA)
Wang, Chengquan…[et al.]. Ductility and Ultimate Capacity of Prestressed Steel Reinforced Concrete Beams. Mathematical Problems in Engineering No. 2017 (2017), pp.1-6.
https://search.emarefa.net/detail/BIM-1189553
American Medical Association (AMA)
Wang, Chengquan& Shen, Yonggang& Yang, Runfang& Wen, Zuolin. Ductility and Ultimate Capacity of Prestressed Steel Reinforced Concrete Beams. Mathematical Problems in Engineering. 2017. Vol. 2017, no. 2017, pp.1-6.
https://search.emarefa.net/detail/BIM-1189553
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1189553
