Skip navigation
  • Home
  • Browse
    • Communities
      & Collections
    • Browse Items by:
    • Publication Date
    • Author
    • Title
    • Subject
    • Department
  • Sign on to:
    • My MacSphere
    • Receive email
      updates
    • Edit Profile


McMaster University Home Page
  1. MacSphere
  2. Open Access Dissertations and Theses Community
  3. Open Access Dissertations and Theses
Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/11740
Full metadata record
DC FieldValueLanguage
dc.contributor.advisorStolle, D.en_US
dc.contributor.authorMaitland, Kyleen_US
dc.date.accessioned2014-06-18T16:56:31Z-
dc.date.available2014-06-18T16:56:31Z-
dc.date.created2011-12-16en_US
dc.date.issued2012-04en_US
dc.identifier.otheropendissertations/6687en_US
dc.identifier.other7639en_US
dc.identifier.other2408957en_US
dc.identifier.urihttp://hdl.handle.net/11375/11740-
dc.description.abstract<p>Within this study, low order finite elements were applied to problems with (near) incompressible material behaviour. Solutions were obtained for creep, using transient and dynamic iterative solvers with volumetric strain enhancement algorithms, as well as a flow solution obtained using the fractional step method. To enhance creep algorithm performance, a radial return procedure was implemented.</p> <p>Preliminary results show that the fraction step method and dynamic iterative solver implementing dynamic relaxation provided adequate results, while other methods required improvement. Volumetric strain enhancement was insufficient to correct pressure drift when using transient analysis. The fractional step method was able to provide good results, but is sensitive to time step and initial stress field.</p> <p>A thorough evaluation of convergence criteria was conducted through tracking of norms and errors. The trend of norms was used to evaluate the number of iterations required to reach steady-state. The solution acquired from the method of successive approximations was improved and quality pressure plots were obtained, in contrast to the experience from the preliminary analysis.</p> <p>An analysis of the Barnes ice cap was conducted to verify formulation performance in the context of a real problem. Dynamic relaxation provided results closest to the measured trend and values.</p>en_US
dc.subjectincompressibility finite element low orderen_US
dc.subjectCivil Engineeringen_US
dc.subjectGeotechnical Engineeringen_US
dc.subjectCivil Engineeringen_US
dc.titleProblems with Incompressibility in Finite Element Analysisen_US
dc.typethesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Applied Science (MASc)en_US
Appears in Collections:Open Access Dissertations and Theses

Files in This Item:
File SizeFormat 
fulltext.pdf
Open Access
2.57 MBAdobe PDFView/Open
Show simple item record Statistics


Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.

Sherman Centre for Digital Scholarship     McMaster University Libraries
©2022 McMaster University, 1280 Main Street West, Hamilton, Ontario L8S 4L8 | 905-525-9140 | Contact Us | Terms of Use & Privacy Policy | Feedback

Report Accessibility Issue