Ultimate Bearing Capacity Analysis of Pipelines under Water Hammer-Reference-Cited by-同舟云学术

Ultimate Bearing Capacity Analysis of Pipelines under Water Hammer

Published:2024-02 Issue:1 Volume:15 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Wu Liyang¹,Wang Huijie²,Li Xuyao²,Sang Zhiqian²,Chen Zhanfeng³^ORCID

Affiliation:

1. Senior Engineer, Zhejiang Zhongda Advanced Material Co., Ltd., No. 31 Xiantan Temple, Nongfeng, Baibu Town, Haiyan, Jiaxing, Zhejiang 314313, PR China.

2. School of Mechanical Engineering, Hangzhou Dianzi Univ., Hangzhou 310018, PR China.

3. School of Mechanical Engineering, Hangzhou Dianzi Univ., Hangzhou 310018, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1506

Reference40 articles.

1. Amano K. M. Matsuoka T. Ishihara K. Tanaka T. Inoue Y. Kawaguchi and M. Tsukamoto. 1986. “Significance of yield ratio limitation to plastic deformation of pipeline in high pressure proof test.” In Proc. Seventh Symp. on Line Pipe Research 81–821. Washington DC: Pipeline Research Committee American Gas Association.

2. Reliability assessments of corroded pipelines based on internal pressure – A review

3. The influence of hydraulic friction on the maximium pressure of water hammer

4. Analysis of the capability of system codes to model cavitation water hammers: Simulation of UMSICHT water hammer experiments with TRACE and RELAP5

5. Experimental study of the features of the occurrence and development of condensation-induced water hammer in a horizontal pipe

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