Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/95019
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorJiang, Ben_US
dc.creatorWang, Zen_US
dc.creatorWang, Men_US
dc.creatorYam, MCHen_US
dc.creatorDing, Fen_US
dc.date.accessioned2022-09-13T00:55:28Z-
dc.date.available2022-09-13T00:55:28Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/95019-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Published by Elsevier Ltd.en_US
dc.rightsThis manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Jiang, B., Wang, Z., Wang, M., Yam, M. C., & Ding, F. (2020). Effects of loading mode on mechanical properties of high strength steel Q690 and their application in coupon test. Construction and Building Materials, 253, 118969 is available at https://doi.org/10.1016/j.conbuildmat.2020.118969.en_US
dc.subjectHigh strength steelen_US
dc.subjectLoading modeen_US
dc.subjectMaterial propertyen_US
dc.subjectStrain rateen_US
dc.subjectStress relaxationen_US
dc.subjectTensile coupon testen_US
dc.titleEffects of loading mode on mechanical properties of high strength steel Q690 and their application in coupon testen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume253en_US
dc.identifier.doi10.1016/j.conbuildmat.2020.118969en_US
dcterms.abstractThe coupon test methods specified in the current specifications do not satisfactorily address the strain rate effect on mechanical properties of materials, which may cause some deviations in the results. Therefore, there is a demand for alternative loading modes of coupon test. In this paper, effects of loading mode on the mechanical properties of high strength steel (HSS) Q690 were tested, considering monotonic tensile coupon test, tensile coupon test with displacement-controlled holds, and tensile coupon test with strain-controlled holds. Parameters such as pre-strain, loading rate, hold times, and hold duration were considered. Results show that the yield strength, ultimate strength, and ultimate strain of steel Q690 were hardly affected by the stress relaxation induced by holds, while increase with the increase of loading rate. The largest difference of the ultimate strength induced by loading mode was 6.2 MPa which is less than 1% of the ultimate strength of the material, and that of the ultimate strain was 5.8E-3. The stress drop during stress relaxation increases with the increase of pre-strain and strain rate. The normalized stress drop at the pre-strain of 0.04 could be 37.4% larger than that at the pre-strain of 0.01. The normalized stress drop of specimen with strain rate of 0.001/s could be 27.7% larger than that with strain rate of 0.0001/s. Tensile coupon test with two displacement-controlled holds is proposed to obtain the static mechanical properties of HSS Q690. Based on the test results, the values of parameters of the Cowper-Symonds model were calibrated to consider the effect of strain rate on the dynamic yield strength and ultimate strength, respectively, of steel Q690.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, 30 Aug. 2020, v. 253, 118969en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2020-08-30-
dc.identifier.scopus2-s2.0-85083489964-
dc.identifier.artn118969en_US
dc.description.validate202209_bcwwen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0273-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe Research Grants Council of the Hong Kong Special Administrative Region, China with Grant No. PolyU 152650/16E; the National Natural Science Foundation of China with Grant No. 51908560; the Hunan Provincial Science and Technology Department under Grant No. 2017SK1010en_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS24419555-
dc.description.oaCategoryGreen (AAM)en_US
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