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M. Zarghamee, K. Fok (1990)
ANALYSIS OF PRESTRESSED CONCRETE PIPE UNDER COMBINED LOADSJournal of Structural Engineering-asce, 116
L. Hu (1999)
Prestressed Concrete Cylinder Pipe (PCCP) and its developmentShanxi hydrotechnics, 6
G. Sossou (2012)
Influence of concrete shrinkage and creep on structural characteristics of precast and prestressed concrete shellsWorld Journal of Engineering, 9
F. Heger, M. Zarghamee, W. Dana (1990)
LIMIT-STATES DESIGN OF PRESTRESSED CONCRETE PIPE I: CRITERIAJournal of Structural Engineering-asce, 116
M. Zarghamee, D. Eggers, R. Ojdrovic, D. Valentine (2004)
Thrust Restraint Design of Concrete Pressure PipeJournal of Structural Engineering-asce, 130
M. Zarghamee, K. Fok, E. Sikiotis (1990)
Limit‐States Design of Prestressed Concrete Pipe. II: ProcedureJournal of Structural Engineering-asce, 116
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.
World Journal of Engineering – Emerald Publishing
Published: Jun 1, 2012
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