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dc.contributor.advisorGoggins, Jamie
dc.contributor.advisorSuhaib, Salawdeh
dc.contributor.authorHassan, Muhammad Shariq
dc.date.accessioned2019-02-19T09:19:32Z
dc.date.available2019-02-19T09:19:32Z
dc.date.issued2018-09-18
dc.identifier.urihttp://hdl.handle.net/10379/14972
dc.description.abstractThe behaviours of braced steel frame members and components are investigated in this project using finite element models that were developed to address the multi-scale mechanics of braced steel frame structures. The multi-scale mechanics are based on three assessment scale levels; that is, material (coupons), elemental (bracing steel structural members) and component (brace gusset-plate structural members) levels. Each finite element model was validated with data from physical laboratory tests. The models were then used to assess the current European code of practice in the seismic design of braced steel frames, as well as existing empirical models and numerical models, and to derive new relationships for a number of design parameters. The framework developed for finite element modelling of steel concentrically braced frame structures followed conventional guidelines for 3D non-linear modelling but included novel advanced modelling techniques such as the extended finite element method-based crack growth model development, automated generation of initial imperfections in the brace member and an innovative material modelling methodology application. Importantly, realistic detailing for gusset plates and brace members were employed in the study. The framework of modelling was developed in the commercial finite element package ABAQUS v.6.13. The performance of finite element models was assessed against various measured parameters obtained from physical laboratory tests, such as buckling compressive loads, initial yield load, tensile load, ductility capacity, energy dissipative capacity, cycles to initiation of global and local buckling, fatigue-life capacity and failure modes. It was found that the finite element models predicted these response features within engineering accuracy, for multi-scale mechanical behaviour of braced steel frame members and components, when subjected to both static monotonic and cyclic ultra-low cycle fatigue loading regimes. Thus, the finite element models proposed in this study can be used with confidence both in academic studies and by engineering professionals for analyse and design of safer and robust structures, as they were calibrated and validated using physical test data.en_IE
dc.publisherNUI Galway
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Ireland
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/3.0/ie/
dc.subjectConcentrically braced framesen_IE
dc.subjectFinite element modellingen_IE
dc.subjectSteelen_IE
dc.subjectStructural engineeringen_IE
dc.subjectExtended finite element methoden_IE
dc.subjectFatigueen_IE
dc.subjectGusset plateen_IE
dc.subjectSteel braceen_IE
dc.subjectImperfectionen_IE
dc.subjectStaticen_IE
dc.subjectQuasi static cyclicen_IE
dc.subjectEngineering and Informaticsen_IE
dc.subjectCivil Engineeringen_IE
dc.titleDevelopment of advanced numerical models for concentrically braced steel frame members and componentsen_IE
dc.typeThesisen
dc.contributor.funderCollege of Engineering and Informatics, National University of Ireland, Galwayen_IE
dc.contributor.funderCentre for Marine and Renewable Energy (MaREI)en_IE
dc.contributor.funderCivil Engineering Research Association of Ireland (CERAI)en_IE
dc.local.noteAn advanced finite element framework for computational design and analysis methodology of both steel brace and brace gusset-plate component was developed incorporating material modeling, optimum element and mesh sizes, static and fatigue damage analysis, imperfection models and numerical analysis methods.en_IE
dc.local.finalYesen_IE
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Attribution-NonCommercial-NoDerivs 3.0 Ireland
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivs 3.0 Ireland