On the experimental research of long-term hydrostatic performance and lifespan of polyethylene pipe

被引:0
|
作者
Chen, Wei [1 ,2 ]
Xiong, Haichao [3 ]
Chen, Zhang [1 ]
Wang, Xicheng [4 ]
Zhang, Jianmin [4 ]
Xia, Li [1 ]
Yan, Junwei [1 ]
机构
[1] Zhejiang Acad Special Equipment Sci, Hangzhou 310020, Peoples R China
[2] Key Lab Special Equipment Safety Testing Technol Z, Hangzhou 310020, Peoples R China
[3] PowerChina Hubei Elect Engn Corp, Wuhan, Peoples R China
[4] Changqing Oilfields Co, Xian, Peoples R China
关键词
Gas polyethylene pipe; long-term performance; Arrhenius theory; failure mode; PREDICTION;
D O I
10.1080/17445302.2023.2237298
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Long-term hydrostatic (LTH) capacity test up to 10,000 h of polyethylene pipe (PE pipe) was successfully conducted according to Arrhenius theory. It was revealed that in some cases the pipe damage points initiate within the marker line on pipe body, indicating that the addictive of marker line could somehow weaken the mechanical property of pipe base materials. Test pressure test time data was fitted using dual-parameter model under the guidance of ISO9080: 2012, and its serving life was calculated as 28.9 years, ductile-brittle transition point was found at 8456 h. Conclusions drawn from this paper could contribute to understanding the long-term mechanical behaviour of PE pipe.
引用
收藏
页码:1235 / 1239
页数:5
相关论文
共 50 条
  • [21] Introducing LIVA to measure long-term firm performance
    Wibbens, Phebo D.
    Siggelkow, Nicolaj
    STRATEGIC MANAGEMENT JOURNAL, 2020, 41 (05) : 867 - 890
  • [22] Long-term performance of an industrial water desalination plant
    Al-Bastaki, N
    Abbas, A
    CHEMICAL ENGINEERING AND PROCESSING-PROCESS INTENSIFICATION, 2004, 43 (04) : 555 - 558
  • [23] Long-Term Performance of Wicking Fabric in Alaskan Pavements
    Lin, Chuang
    Presler, Wendy
    Zhang, Xiong
    Jones, David
    Odgers, Brett
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2017, 31 (02)
  • [24] An outsourcing decision model for sustaining long-term performance
    Wu, F
    Li, HZ
    Chu, LK
    Sculli, D
    INTERNATIONAL JOURNAL OF PRODUCTION RESEARCH, 2005, 43 (12) : 2513 - 2535
  • [25] Factors in the long-term performance of granular iron PRBs
    Gillham, RW
    Ritter, K
    Zhang, YS
    Odziemkowski, MS
    GROUNDWATER QUALITY: NATURAL AND ENHANCED RESTORATION OF GROUNDWATER POLLUTION, 2002, (275): : 421 - 426
  • [26] Prediction of long-term creep behavior and lifetime of PPC pipe materials by linear extrapolation
    胡立江
    刘志刚
    Journal of Harbin Institute of Technology(New series), 2002, (02) : 170 - 175
  • [27] An experimental and numerical study on long-term deformation of SRC columns
    An, Gyeong-Hee
    Seo, Jun-Ki
    Cha, Sang-Lyul
    Kim, Jin-Keun
    COMPUTERS AND CONCRETE, 2018, 22 (03) : 261 - 267
  • [28] Analysis of Long-Term Performance and Snowmelt Capacity of Anti-Freezing Asphalt Pavement
    Wu, Shujuan
    Zheng, Mulian
    Liu, Qing
    Zhou, Wen
    Li, Yifeng
    Ma, Zonghui
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2020, 9 (01): : 683 - 710
  • [29] Research on controlling long-term performance by tensioning post tendon of long-span continuous rigid-frame bridges
    HE Mingxuan
    ZHENG Yifeng
    ZHAO Qun
    Global Geology, 2013, 16 (04) : 213 - 216
  • [30] Investigating long-term creep in a composite pipe subjected to transverse loading and aqueous condition
    Rafiee, Roham
    Arabian, Mohammad Naghi
    POLYMER COMPOSITES, 2023, 44 (08) : 4706 - 4718