Fracture Mechanics Lifetime Prediction of Polyethylene Pipes

被引:47
作者
Frank, Andreas [1 ]
Arbeiter, Florian J. [2 ]
Berger, Isabelle J. [3 ]
Hutar, Pavel [4 ]
Nahlik, Lubos [5 ]
Pinter, Gerald [2 ]
机构
[1] Polymer Competence Ctr Leoben GmbH, Pipe Res Grp, Roseggerstr 12, A-8700 Leoben, Austria
[2] Univ Leoben, Dept Polymer Engn & Sci, Chair Mat Sci & Testing Polymers, A-8700 Leoben, Austria
[3] Polymer Competence Ctr Leoben GmbH, Roseggerstr 12, A-8700 Leoben, Austria
[4] Acad Sci Czech Republ, Inst Phys Mat, High Cycle Fatigue Grp, Brno 61662, Czech Republic
[5] Acad Sci Czech Republ, Inst Phys Mat, OU CEITEC IPM, CEITEC IPM, Brno 61662, Czech Republic
关键词
SLOW CRACK-GROWTH; HIGH-DENSITY POLYETHYLENE; CREEP-RUPTURE STRENGTH; STEPWISE FATIGUE; RESIDUAL-STRESS; INITIATION; PROPAGATION; PRESSURE; PERFORMANCE; BEHAVIOR;
D O I
10.1061/(ASCE)PS.1949-1204.0000356
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Polyethylene pressure pipes are designed for service lives of at least 50 years. While so far lifetimes have been assessed by pipe pressure testsdue to improved slow crack growth (SCG) resistance and increased testing times such tests are not suitable anymore for modern pipe grades. The paper presents an alternative methodology for lifetime prediction combining practical advantages of the cyclic cracked round bar (CRB) test and linear elastic fracture mechanics. A major advantage of this procedure is that material characterization is done at ambient temperatures. The key challenge in this context is to measure SCG rates in CRB specimens. After determination of crack kinetics at different dynamic loading ratiosmaterial laws for SCG at static loading are extrapolated. Based on the stress intensity factor concept and realistic considerations of initial defect size and changing crack front geometry pipe lifetimes of four different PE pipe grades are predicted. The results show that for all materials the required minimum lifetime of 50 years will be reached and under practical assumptions even 100 years will be exceeded. (C) 2018 American Society of Civil Engineers.
引用
收藏
页数:14
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