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dc.contributor.authorMarcano, Jose Abigailen_US
dc.date.accessioned2014-03-14T20:43:21Z
dc.date.available2014-03-14T20:43:21Z
dc.date.issued2002-07-31en_US
dc.identifier.otheretd-08132002-121237en_US
dc.identifier.urihttp://hdl.handle.net/10919/34502
dc.description.abstractThe 1999 AISC Specification for Structural Steel Buildings establishes two design equations for the web crippling limit state at the supports. However, investigators have suggested that the basis of these equations, which is based on an assumed collapse mechanism, is conservative especially for long bearing lengths. Most of the experimental studies conducted to validate those formulas have considered short span lengths and relatively small bearing-to-depth ratios. Therefore, a further investigation of the web crippling capacity of W-shape steel beams for larger span lengths and larger bearing-to-length ratios was undertaken.

The primary objective of this study is to analytically investigate the web crippling strength of W-shape steel beams for large bearing-to-depth ratios on large span beams, and to compare the results with the 1999 AISC LRFD web crippling design equation (K1-5b). The web crippling strength of W-shape steel beams was investigated by means of the finite element technique. The commercial finite element package ANSYS 6.0 was used to model the steel beams. Material nonlinearities, large deformation effects and initial geometric imperfections were taken into account in the finite element models.

The validation results shown that the finite element models closely predicted the ultimate load and web crippling failure mode shape of the tested beams. Conclusions based on the predictions of the finite element analyses and the current 1999 AISC end web crippling design equation (K1-5b) are presented in the study.

en_US
dc.publisherVirginia Techen_US
dc.relation.haspartJAMRThesis.pdfen_US
dc.rightsI hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to Virginia Tech or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.en_US
dc.subjectWeb Crippling; Finite Element; ANSYS; Geometric Imen_US
dc.titleNonlinear Finite Element Analyses of the End Web Crippling Strength of W-Shape Steel Beamsen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeechairMurray, Thomas M.en_US
dc.contributor.committeememberEasterling, William Samuelen_US
dc.contributor.committeememberRoberts-Wollmann, Carin L.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-08132002-121237/en_US
dc.date.sdate2002-08-13en_US
dc.date.rdate2012-10-17
dc.date.adate2002-09-16en_US


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