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Review of Nonlinear Analysis and Modeling of Steel and Composite Structures
journal contribution
posted on 2020-11-04, 04:04 authored by Huu T Thai, T Nguyen, S Lee, Vipulkumar PatelVipulkumar Patel, Thuc VoThuc Vo© 2020 World Scientific Publishing Company. Structural steel frames exhibit significantly geometric and material nonlinearities which can be captured using the second-order inelastic analysis, also known as advanced analysis. Current specifications of most modern steel design codes, e.g. American code AISC360, European code EC3, Chinese code GB50017 and Australian code AS4100 permit the use of advanced analysis methods for the direct design of steel structures to avoid tedious member capacity checks. In the past three decades, a huge number of advanced analysis and modeling methods have been developed to predict the behavior of steel and composite frames. This paper presents a comprehensive review of their developments, which focus on beam-column elements with close attention to the way to capture geometric and material nonlinearity effects. A brief outline of analysis methods and analysis tools for frames was presented in the initial part of the paper. This was followed by a discussion on the development of displacement-based, force-based and mixed beam elements with distributed plasticity and concentrated plasticity models. The modeling of frames subjected to fire and explosion was also discussed. Finally, a review of the beam-column models for composite structures including concrete-filled steel tubular (CFST) columns, composite beams and composite frames was presented.
History
Publication Date
2020-01-01Journal
International Journal of Structural Stability and DynamicsVolume
20Issue
4Article Number
2030003Pagination
49p. (p. 1-49)Publisher
World ScientificISSN
0219-4554Rights Statement
The Author reserves all moral rights over the deposited text and must be credited if any re-use occurs. Documents deposited in OPAL are the Open Access versions of outputs published elsewhere. Changes resulting from the publishing process may therefore not be reflected in this document. The final published version may be obtained via the publisher’s DOI. Please note that additional copyright and access restrictions may apply to the published version.Publisher DOI
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Science & TechnologyTechnologyEngineering, CivilEngineering, MechanicalMechanicsEngineeringAdvanced analysisnonlinear analysis toolsteel framecomposite framebeam-column modelPLASTIC-HINGE ANALYSISFINITE-ELEMENT FORMULATIONLARGE-DISPLACEMENT ANALYSIS2ND-ORDER INELASTIC ANALYSISPRACTICAL ADVANCED ANALYSISLARGE DEFLECTION ANALYSISLARGE-DEFORMATION ANALYSISBEAM-COLUMN ELEMENTTHIN-WALLED-BEAMSEQUILIBRATING POLYNOMIAL ELEMENT