Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/139684
Title: Strain-based J-estimation scheme for fracture assessment of misaligned clad pipelines with an interface crack
Authors: Zhao, Hai-Sheng
Lie, Seng-Tjhen
Zhang, Yao
Keywords: Engineering::Civil engineering
Issue Date: 2018
Source: Zhao, H.-S., Lie, S.-T., & Zhang, Y. (2018). Strain-based J-estimation scheme for fracture assessment of misaligned clad pipelines with an interface crack. Marine Structures, 61, 238-255. doi:10.1016/j.marstruc.2018.06.006
Journal: Marine Structures
Abstract: A reference strain J-estimation formulation is developed to perform the fracture assessment of misaligned clad pipelines containing a circumferential part-through crack located at the interface of weld metal and outer pipe. An extensive parametric study including a total of 896 finite element (FE) models is carried out to investigate the effects of various parameters (pipe diameter, crack depth, crack length, centreline offset, strength mismatch level, and strain hardening exponent) on the J-integral. Then, the estimation formulation characterizing the linear relationship between the J-integral and the applied displacement loading is proposed using the standard least square fitting, and a goodness of fit for the J-integral values obtained from the formulation and the FE analysis is endorsed. Finally, the application range of the estimation formulation is mostly extended by conducting further comparative study.
URI: https://hdl.handle.net/10356/139684
ISSN: 0951-8339
DOI: 10.1016/j.marstruc.2018.06.006
Schools: School of Civil and Environmental Engineering 
Rights: © 2018 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

SCOPUSTM   
Citations 20

16
Updated on May 5, 2025

Web of ScienceTM
Citations 20

13
Updated on Oct 28, 2023

Page view(s)

258
Updated on May 2, 2025

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.