Chapter
Apr 26, 2012
Bearing Capacity Finite Element Model and Solution of High-Pressure Gas Nonmetal Glass Steel Pipeline
Authors: Huaixin Zhang [email protected], Ying Liu [email protected], and Kexi Liao [email protected]Author Affiliations
Publication: ICPTT 2011: Sustainable Solutions For Water, Sewer, Gas, And Oil Pipelines
Abstract
High-pressure nonmetal has good corrosion resistance, but also has significantly different steel based performance parameters. Based on the Von Mises yield criterion material nonlinearity, ideal elastic-plastic stress-strain relations and bilinear servo aggrandizement criterion, nonmetal pipeline load-bearing finite element analysis model has been established by using Shell 99 unit, COMBIN14 spring unit, Solid46 unit. And choose a big deformation analysis model, revised Newton- Raphson method to solve the incremental balance equation in an iteration way. The experimental measurement error for 41MPa rupture pressure compared is 3.21%, which indicates that the established finite element model and the solving method are correct and reasonable.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Lecturer, Computer Science Institute, Southwest Petroleum University; Xindu District, Chengdu, China 610500.E-mail: [email protected]
Engineering, Southwest Oil and Gas Field Branch of CNPC; Huayang District, Chengdu, China 610213.E-mail: [email protected]
Associate Professor, Petroleum Engineering Institute, Southwest Petroleum University; Xindu District, Chengdu, China 610500.E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.