A structural reliability based method for identifying critical locations

dc.contributor.advisorMillwater, Harry R.
dc.contributor.authorDomyancic, Laura C.
dc.contributor.committeeMemberBagley, Ronald
dc.contributor.committeeMemberSimonis, John
dc.date.accessioned2024-02-09T20:48:20Z
dc.date.available2024-02-09T20:48:20Z
dc.date.issued2009
dc.description.abstractSystem reliability calculation for large-scale structural systems is complex due to the large number of potential failure locations and failure modes unless a priori knowledge can be used to significantly reduce the number of failure locations and modes. However, a priori knowledge may not be available for future aircraft systems that operate in new environments---such as hypersonic---or consist of unconventional designs with limited production runs. To address this issue, a fast filtering algorithm based on first order reliability methods (FORM) has been developed to numerically quantify the error incurred by filtering a limit state. A "filtering error" is calculated based on a certain limit state's contribution to the system probability of failure. This is compared to a chosen error tolerance to determine if a limit state is critical to the structural reliability or should be filtered. Three hierarchical levels for finding the FORM solutions of the system limit states are presented. The first level is fast and scalable to large models and provides closed-form FORM solutions. Higher levels provide more accurate solutions with added computational expense. In this way, the problem of a very large system can be reduced by orders of magnitude by the initial filtering to only its critical locations. These locations can then be analyzed in detail at one of the higher level methods. Numerous examples show the accuracy, efficiency, and limitations of the new algorithm. In most examples, Monte Carlo sampling was used to verify the critical locations. In all cases the filtering algorithm identified the same critical locations when sampling was performed on the linear limit states. The method is therefore most useful for problems with small probabilities of failure where sampling becomes computationally prohibitive. The method is tied to the limitations of FORM and may be unsuitable for highly non-linear problems.
dc.description.departmentMechanical Engineering
dc.format.extent100 pages
dc.format.mimetypeapplication/pdf
dc.identifier.isbn9781109540376
dc.identifier.urihttps://hdl.handle.net/20.500.12588/3257
dc.languageen
dc.subjectFirst Order Reliability Method
dc.subjectStructural Reliability
dc.subject.classificationMechanical engineering
dc.subject.classificationAerospace engineering
dc.subject.classificationCivil engineering
dc.subject.lcshAirframes -- Fatigue
dc.subject.lcshAircraft industry -- Mathematical models
dc.subject.lcshStructural analysis (Engineering)
dc.subject.lcshReliability (Engineering)
dc.subject.lcshMonte Carlo method
dc.titleA structural reliability based method for identifying critical locations
dc.typeThesis
dc.type.dcmiText
dcterms.accessRightspq_closed
thesis.degree.departmentMechanical Engineering
thesis.degree.grantorUniversity of Texas at San Antonio
thesis.degree.levelMasters
thesis.degree.nameMaster of Science

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