Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/81699
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhang, JF-
dc.creatorJing, Y-
dc.creatorLi, PD-
dc.creatorHan, WS-
dc.creatorZhang, N-
dc.creatorZhou, Y-
dc.date.accessioned2020-02-10T12:28:42Z-
dc.date.available2020-02-10T12:28:42Z-
dc.identifier.urihttp://hdl.handle.net/10397/81699-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Zhang, J.; Jing, Y.; Li, P.; Han, W.; Zhang, N.; Zhou, Y. Experimental and Numerical Investigation on the Ultimate Vertical Bearing Capacity of U-Shaped Girder with Damaged Web. Sensors 2019, 19, 3735, 1-20 is available at https://dx.doi.org/10.3390/s19173735en_US
dc.subjectU-shaped girderen_US
dc.subjectFull-scale model testen_US
dc.subjectnumerical simulationen_US
dc.subjectUltimate bearing capacityen_US
dc.subjectWeb damageen_US
dc.titleExperimental and numerical investigation on the ultimate vertical bearing capacity of u-shaped girder with damaged weben_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1-
dc.identifier.epage20-
dc.identifier.volume19-
dc.identifier.issue17-
dc.identifier.doi10.3390/s19173735-
dcterms.abstractU-shaped girder has been extensively used for its excellent adaptability in the urban railway transit system. As an open thin-walled structure, significant difference of working mechanism exists between U-shaped girder and conventional section girder (e.g., T section or box section). The thin-walled web plays significant role in the flexural performance of U type girder particularly. Moreover, severe collision may occur between the moving train and the girder, and subsequently results in the decrease of the structural bearing capacity. In this paper, a full-scale test was carried out to examine the ultimate bearing capacity and the failure mechanism of the U-shaped girder, and a refined numerical model was developed to simulate the damage evolution and the failure process. It was shown that the flexural failure occurred on the U-shaped girder under vertical loads. In addition, the ultimate bearing capacity of the structure under different web damage conditions (e.g., web damaged region or damaged range) was studied by applying the displacement based lateral load on the flange of the U-shaped girder to simulate the damage caused by accidental train collision. The numerical results have shown that the damaged web greatly affects the ultimate bearing capacity of U-shaped girder, more severe bearing capacity descending occurs around the middle span rather than the beam ends. The damaged range (length) of the web has less influence on the falling amplitude of bearing capacity. It can be concluded that the major reason accounting for the bearing capacity decrease is that the original section is weakened by the web damage, and consequently results in the buckling of the damaged web and lead to the total failure of the structure. It is recommended that the lateral resistant design for the web should be taken into consideration to ensure the operation safety of the urban railway transportation.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSensors, 29 Aug. 2019, v. 19, no. 17, p. 1-20-
dcterms.isPartOfSensors-
dcterms.issued2019-
dc.identifier.isiWOS:000486861900105-
dc.identifier.eissn1424-8220-
dc.description.validate202002 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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