Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김태수 | - |
dc.date.accessioned | 2024-04-24T00:08:47Z | - |
dc.date.available | 2024-04-24T00:08:47Z | - |
dc.date.issued | 2023-04-10 | - |
dc.identifier.citation | STEEL AND COMPOSITE STRUCTURES, v. 47, NO 1, Page. 135-145 | en_US |
dc.identifier.issn | 1598-6233 | en_US |
dc.identifier.issn | 1229-9367 | en_US |
dc.identifier.uri | https://information.hanyang.ac.kr/#/eds/detail?an=edskci.ARTI.10356680&dbId=edskci | en_US |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/189970 | - |
dc.description.abstract | This study presents a numerical investigation into the hysteretic behavior of cold-formed austenitic stainless steel square hollow section (SHS) brace members using a commercial finite element (FE) analysis software ABAQUS/Standard. The initial/post buckling and fracture life of SHS brace members are comprehensively investigated through parametric studies with FE models incorporating ductile fracture model, which is validated against the existing laboratory test results collected from the literature. It is found that the current predictive models are applicable for the initial buckling strengths of SHS brace members under cyclic loading, while result in significant inaccuracy in predictions for the post-buckling strength and fracture life. The modified predictive model is therefore proposed and the applicability was then confirmed through excellent comparisons with test results for cold-formed austenitic stainless SHS brace members. | en_US |
dc.description.sponsorship | The first author is supported by Basic Science Research through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (2021R1I1A1A01059354). The last author is supported by Basic Science Research through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (No. NRF2018R1D1A1B07046021). | en_US |
dc.language | en_US | en_US |
dc.publisher | TECHNO-PRESS | en_US |
dc.relation.ispartofseries | v. 47, NO 1;135-145 | - |
dc.subject | austenitic stainless steel | en_US |
dc.subject | brace | en_US |
dc.subject | buckling | en_US |
dc.subject | fracture life | en_US |
dc.subject | hysteretic behavior | en_US |
dc.subject | seismic design | en_US |
dc.subject | square hollow section | en_US |
dc.title | Cold-formed austenitic stainless steel SHS brace members under cyclic loading Finite element modelling, design considerations | en_US |
dc.type | Article | en_US |
dc.relation.no | 1 | - |
dc.relation.volume | 47 | - |
dc.identifier.doi | 10.12989/scs.2023.47.1.135 | en_US |
dc.relation.page | 135-145 | - |
dc.relation.journal | STEEL AND COMPOSITE STRUCTURES | - |
dc.contributor.googleauthor | Cho, YongHyun | - |
dc.contributor.googleauthor | Wang, Fangying | - |
dc.contributor.googleauthor | Kim, TaeSoo | - |
dc.relation.code | 2023032853 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | SCHOOL OF ARCHITECTURE | - |
dc.identifier.pid | tskim0709 | - |
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