Abstract
In order to analyze the effect of pipe-soil friction on crack propagation of buried liquidconveying pipeline, computing methods of friction coefficient between site soil and pipe and iterative solution method of two-way couplings on internal interface of pipe for liquid-structure interaction were introduced. A three dimensional finite element model with parasolid and native method was established, in which friction and fluid-structure boundary for interaction iterative solution was considered. Then, crack of buried liquid-conveying pipeline and effect of pipe-soil friction were analyzed. Results show the optimal friction coefficient, the damage position, and its stress. Also, some advice is proposed for engineering protection.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: DEStech Transactions on Materials Science and Engineering
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
