Zobrazeno 1 - 10
of 109
pro vyhledávání: '"H.X. Yuan"'
Publikováno v:
ce/papers. 4:876-885
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15b5bda3166ce10f21ef7c5b1750f280
https://doi.org/10.1002/cepa.1373
https://doi.org/10.1002/cepa.1373
Publikováno v:
Thin-Walled Structures. 181:110119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5545e4c259e443bbfe304e0b278d191c
https://doi.org/10.1016/j.tws.2022.110119
https://doi.org/10.1016/j.tws.2022.110119
Publikováno v:
Journal of Constructional Steel Research. 161:47-56
A comprehensive experimental and numerical study on flexural buckling behaviour of welded stainless steel box-section beam-columns is presented in this paper. A total of ten test specimens were prepared and tested subjected to eccentric compression.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce007764a08c9828f80ebb014539dea1
https://doi.org/10.1016/j.jcsr.2019.06.017
https://doi.org/10.1016/j.jcsr.2019.06.017
Publikováno v:
Journal of Constructional Steel Research. 159:415-427
The objective of this work is to develop design guidance for existing hollow steel columns that are retrofitted by infilling concrete into the tubes. The primary challenge is the unknown effect of the existing preload on the steel columns prior to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bb93d52fdef3c75324e89e2aed6b2c2b
https://doi.org/10.1016/j.jcsr.2019.05.001
https://doi.org/10.1016/j.jcsr.2019.05.001
Publikováno v:
Engineering Structures. 184:158-175
This paper complements previous research conducted by the authors on stainless steel bolted joints and reports the first systematic study on the structural behaviour of stainless steel beam-to-tubular column joints with the use of Hollo-bolts. Six fu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1c91782e47e1d43598e0b63fa6cb532
https://doi.org/10.1016/j.engstruct.2019.01.073
https://doi.org/10.1016/j.engstruct.2019.01.073
Publikováno v:
Journal of Constructional Steel Research. 153:588-602
The shear behaviour of stainless steel plate girders investigated in this study is related to the introduction of diagonal stiffeners. Four plate girders with or without diagonal stiffeners were fabricated by welding hot-rolled stainless steel plates
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::befcbc92a7b4029f271e5dcff9f35880
https://doi.org/10.1016/j.jcsr.2018.11.015
https://doi.org/10.1016/j.jcsr.2018.11.015
A comprehensive experimental study on the structural behaviour of stainless steel T-stubs in Grade EN 1.4003 ferritic stainless steel and employing A4–80 stainless steel bolts is reported in this paper. A total of 17 ferritic stainless steel T-stub
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0ad011fb8ac6cc92307541224c9eb5e8
https://aperta.ulakbim.gov.tr/record/236300
https://aperta.ulakbim.gov.tr/record/236300
Publikováno v:
Journal of Constructional Steel Research. 152:213-224
A comprehensive experimental study on structural behaviour of stainless steel bolted T-stub connections is presented in this paper. A total of 27 stainless steel bolted T-stubs with various geometric configurations were fabricated from hot-rolled sta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0024c2a05fe7cf38ed971bb08e46b324
https://doi.org/10.1016/j.jcsr.2018.02.021
https://doi.org/10.1016/j.jcsr.2018.02.021
Publikováno v:
Journal of Constructional Steel Research. 152:183-193
Research on stainless steel structures has primarily focused on the structural response of individual members, whilst the response of joints has received far less attention to date. This paper reports for the first time full-scale tests on stainless
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::799eb90e4f5a2cf897b1fa2be854eda8
https://doi.org/10.1016/j.jcsr.2018.02.040
https://doi.org/10.1016/j.jcsr.2018.02.040
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
The behaviour of stainless steel plate girders subjected to combined bending and shear was experimentally studied in this paper. Both tensile and compressive material properties of the two adopted stainless steel alloys, including austenitic grade EN
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b52c638241132130fdcfa60bf15a53b
https://hdl.handle.net/2117/175402
https://hdl.handle.net/2117/175402