Creep functions for transients in HDPE pipes

被引:20
|
作者
Apollonio, C. [1 ]
Covas, D. I. C. [2 ]
de Marinis, G. [3 ]
Leopardi, A. [3 ]
Ramos, H. M. [2 ]
机构
[1] Tech Univ Bari, Dept Civil Engn Environm Terr Bldg & Chem, I-70125 Bari, Italy
[2] Inst Super Tecn, Dept Civil Engn, P-1049001 Lisbon, Portugal
[3] Univ Cassino & Southern Lazio, Dept Civil & Mech Engn, I-03043 Cassino, FR, Italy
关键词
hydraulic transients; viscoelasticity; fluid-structure interaction; polyethylene; experimental data; WALL VISCOELASTICITY; UNSTEADY FRICTION;
D O I
10.1080/1573062X.2012.758295
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
New experimental results obtained from a high density polyethylene (HDPE) pipeline for transient conditions are presented and discussed. Transient pressure data at different pipe sections were collected. Peculiar features were observed, which are typical of viscoelastic pipes, in particular, a significant damping of extreme pressures was observed in comparison to what is typically obtained for metal pipes. Physical constraints of the pipe are important to describe some vibrations observed in the system. The viscoelastic transient solver developed by Covas et al. (2005) was used to carry out numerical simulations of experimental tests. The comparison of numerical results with experimental data has shown that the viscoelastic model accurately predicts observed transient pressures. Additional considerations are carried out about the calibrated creep function for this test case in comparison with the ones obtained in previous researches.
引用
收藏
页码:160 / 166
页数:7
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