Systematic Calibration of Model Parameters Based on Large-Scale Experiments on Hybrid Masonry Walls

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dc.citation.articleNumber4016060en_US
dc.citation.journalTitleJournal of Structural Engineeringen_US
dc.contributor.authorGao, Zhenjiaen_US
dc.contributor.authorStanciulescu, Ilincaen_US
dc.date.accessioned2016-07-14T19:43:53Zen_US
dc.date.available2016-07-14T19:43:53Zen_US
dc.date.issued2016en_US
dc.description.abstractHybrid masonry is a relatively new type of structural system that benefits from the ductility and ease of construction of steel frames and from the in-plane strength and stiffness of reinforced masonry panels. Finite element analyses of hybrid masonry systems employ complex models, such as the two-scalar continuum damage model, to capture the propagation of damage through the masonry panels. Such formulations rely on several constitutive parameters but no simple experiments exist that can be used to decouple their effect and calibrate them independently. This paper proposes a method to calibrate the masonry parameters using experimental data from global system testing. Steel components are described by an elastoplastic model with kinematic hardening whose constitutive parameters are easily calibrated. A parameter calibration procedure for the damage model parameters based on the behavior of the base wall of a two-story hybrid system in global testing is proposed. In order to reduce the number of calibrated parameters, two constraints are applied to the compressive range of the constitutive law, requiring that for that range the stress-strain curve is similar to that of concrete. The effectiveness of these two constraints in finding an optimized set of parameters more efficiently is then verified by using uniaxial compression test data. An automatic calibration procedure of the remaining parameters is proposed based on the Nelder-Mead simplex method. It is demonstrated through numerical experiments that the models with calibrated parameters can accurately capture the behavior of hybrid masonry systems.en_US
dc.identifier.citationGao, Zhenjia and Stanciulescu, Ilinca. "Systematic Calibration of Model Parameters Based on Large-Scale Experiments on Hybrid Masonry Walls." <i>Journal of Structural Engineering,</i> (2016) American Society of Civil Engineers: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001516ﾠ.en_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001516ﾠen_US
dc.identifier.urihttps://hdl.handle.net/1911/90918en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rightsThis is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by the American Society of Civil Engineers.en_US
dc.subject.keywordhybrid masonryen_US
dc.subject.keywordcontinuum damage mechanicsen_US
dc.subject.keywordnonlocal damage modelen_US
dc.subject.keywordparameter calibrationen_US
dc.subject.keywordconcrete and masonry structuresen_US
dc.titleSystematic Calibration of Model Parameters Based on Large-Scale Experiments on Hybrid Masonry Wallsen_US
dc.typeJournal articleen_US
dc.type.dcmiTexten_US
dc.type.publicationpost-printen_US
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