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dc.contributor.advisorDesai, C.S.en_US
dc.contributor.authorWoo, Zhong-Zheng.
dc.creatorWoo, Zhong-Zheng.en_US
dc.date.accessioned2011-10-31T17:36:16Z
dc.date.available2011-10-31T17:36:16Z
dc.date.issued1991en_US
dc.identifier.urihttp://hdl.handle.net/10150/185388
dc.description.abstractThe implementation of the δ₀₊ᵣ model in a finite element program is discussed. The idea of considering damage as a structural performance helps to avoid singularity. Strategies in drift correction is considered. The generalized time finite element method (GTFEM) is also discussed and implemented. It shows improved accuracy and stability with highly non-linear material properties.
dc.language.isoenen_US
dc.publisherThe University of Arizona.en_US
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en_US
dc.subjectDissertations, Academicen_US
dc.subjectCivil engineeringen_US
dc.subjectMechanics, Applied.en_US
dc.titleDynamic analysis for nonlinear materials including strain-softening.en_US
dc.typetexten_US
dc.typeDissertation-Reproduction (electronic)en_US
dc.identifier.oclc709767938en_US
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.leveldoctoralen_US
dc.contributor.committeememberDaDeppo, D.en_US
dc.contributor.committeememberRichard, R.en_US
dc.contributor.committeememberKundu, T.en_US
dc.contributor.committeememberKiousis, P.en_US
dc.identifier.proquest9123161en_US
thesis.degree.disciplineCivil Engineering and Engineering Mechanicsen_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.namePh.D.en_US
dc.description.noteThis item was digitized from a paper original and/or a microfilm copy. If you need higher-resolution images for any content in this item, please contact us at repository@u.library.arizona.edu.
dc.description.admin-noteOriginal file replaced with corrected file August 2023.
refterms.dateFOA2018-06-14T12:19:13Z
html.description.abstractThe implementation of the δ₀₊ᵣ model in a finite element program is discussed. The idea of considering damage as a structural performance helps to avoid singularity. Strategies in drift correction is considered. The generalized time finite element method (GTFEM) is also discussed and implemented. It shows improved accuracy and stability with highly non-linear material properties.


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