Prestressed Concrete Cylinder Pipe (PCCP) is a kind of high quality composite pipe, whose mechanical behavior is not uniform because of its complicated structure and work condition. The mechanical model is established in PCCP working stage, based on the elastic plane strain theory of axisymmetric multilayer cylinders and the mechanism of the ring-like strands action. Then the design method of prestress is put forward according to the crack control. The stress is analyzed with finite-element analysis in the condition of different hydraulic pressures, and also the method is amended compared with the finite-element analysis. It is indicated that the design method of prestress is reasonable compared with both domestic and international specifications.
Article navigation
1 June 2012
Research Article|
June 01 2012
Mechanical behavior and calculating methods of large diameter prestressed concrete cylinder pipe (PCCP)
Yuliang Wang;
Yuliang Wang
1
School of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China
3
College of Civil Engineering, Tianjin University, Tianjin 300072, China
Search for other works by this author on:
Yancang Li;
Yancang Li
2
College of Civil Engineering, Hebei University of Engineering, 056038 Handan, China
Search for other works by this author on:
Yongqing Bi
Yongqing Bi
1
School of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 2515-8082
Print ISSN: 1708-5284
World Journal of Engineering (2012) 9 (3): 239–244.
Citation
Wang Y, Li Y, Bi Y (2012), "Mechanical behavior and calculating methods of large diameter prestressed concrete cylinder pipe (PCCP)". World Journal of Engineering, Vol. 9 No. 3 pp. 239–244, doi: https://doi.org/10.1260/1708-5284.9.3.239
Download citation file:
New and popular articles
Suggested Reading
Rotor‐design and on‐line starting‐performance analysis of a synchronous‐reluctance motor
COMPEL (May,2009)
Effect of concreting pressure on ground response caused by installation of diaphragm wall panels
Geotechnique (May,2022)
Single-yarn pull-out test in neat, solvent-treated and shear-thickening fluid-impregnated Kevlar® KM2 fabric: A finite-element analysis
International Journal of Structural Integrity (April,2017)
TECHNICAL NOTE. ELASTIC STABILITY OF COMPOSITE TEE-BEAMS STRENGTHENED BY PRESTRESS.
Proceedings of the Institution of Civil Engineers (December,1991)
Experimental study on the residual load-bearing performance of prefabricated reinforced-concrete beams after exposure to fire
Journal of Structural Fire Engineering (October,2025)
Related Chapters
Introductory concepts
Understanding and Designing Structures without a Computer: Plane Structural Systems
THE REINSTATEMENT OF A POST-TENSIONED MARINE STRUCTURE – AN UNUSUAL CHALLENGE
Challenges of Concrete Construction: Volume 6, Concrete for Extreme Conditions: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9–11 September 2002
MECHANICAL BEHAVIOUR OF IMPROVED SUPER LIGHTWEIGHT CONCRETE BEAMS BY FIBRES OR PRESTRESSING
Innovations and Developments In Concrete Materials And Construction: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9–11 September 2002
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
