Zobrazeno 1 - 10
of 12
pro vyhledávání: '"BoKyung Hwang"'
Publikováno v:
Applied Sciences, Vol 9, Iss 20, p 4220 (2019)
This study develops a finite element analysis model to predict the ultimate strength of the base metal block shear fracture based on previous experimental results and compares the experimental results with the analysis results to verify the effective
Externí odkaz:
https://doaj.org/article/ee58a6b6c05941efad075eb1a6580038
Autor:
Bokyung Hwang, Yerin Shim
Publikováno v:
Journal of Social Science. 33:43-66
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4451cd52b6d0ed0afd3bf7352d8265a7
https://doi.org/10.16881/jss.2022.10.33.4.43
https://doi.org/10.16881/jss.2022.10.33.4.43
Publikováno v:
Structures. 35:1243-1255
This paper investigates the accuracy of different design equations given in design specifications and literatures in determining the block shear strength of the lean duplex stainless steel fillet welded connections with base metal fracture. It points
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e93fca623fe7e37b31108499e988abc3
https://doi.org/10.1016/j.istruc.2021.09.012
https://doi.org/10.1016/j.istruc.2021.09.012
Publikováno v:
Thin-Walled Structures. 186:110704
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89682326c2542f9fa016d68b7ce67f0b
https://doi.org/10.1016/j.tws.2023.110704
https://doi.org/10.1016/j.tws.2023.110704
Development on ultimate strength equation of ferritic stainless steel (STS430) two-bolted connection
Publikováno v:
Advances in Structural Engineering. 23:1209-1223
This article presents the experimental and numerical results of cold-formed ferritic stainless steel (STS430) bolted connection with two bolts. Single-shear bolted connections with varying end distance were planned and tested. Block shear fracture an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d37d017b7c7d66e4b93ada6f85f352af
https://doi.org/10.1177/1369433219891592
https://doi.org/10.1177/1369433219891592
Publikováno v:
Thin-Walled Structures. 141:489-508
In this paper, the block shear fracture behavior of base metal in austenitic stainless steel (STS304, corresponds to ASTM 304 type) fillet-welded connection has been investigated through experimental and numerical methods. Even though the block shear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::966e6770f0f89918f28f7400be6d36ac
https://doi.org/10.1016/j.tws.2019.04.045
https://doi.org/10.1016/j.tws.2019.04.045
Publikováno v:
Journal of Building Engineering. 45:103553
Steel slit dampers were designed and fabricated for earthquake-resistant structures using austenitic stainless steel STS304 (ASTM type 304), and carbon steel SS275 (ASTM A36). Monotonic loading and cyclic loading tests were conducted for the material
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7dcc5a7c3ec37a79be8dea4ccbaa4fda
https://doi.org/10.1016/j.jobe.2021.103553
https://doi.org/10.1016/j.jobe.2021.103553
Publikováno v:
International Journal of Steel Structures. 18:1139-1152
Many studies on the application of stainless steels as structural materials in buildings and infra-structures have been performed thanks to superior characteristics of corrosion resistance, fire resistance and aesthetic appeal. Experimental investiga
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca1f9afb1dcb43c341e80ad64f58dd32
https://doi.org/10.1007/s13296-018-0072-4
https://doi.org/10.1007/s13296-018-0072-4
Publikováno v:
Thin-Walled Structures. 116:145-153
This study investigates ultimate behaviors such as ultimate strength and weld metal fracture mechanism of austenitic stainless steel (304 type) fillet-welded connections with TIG (tungsten inert gas) welding through experimental method. Main variable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb41a72fe92eee82fd5684b1f73fa21d
https://doi.org/10.1016/j.tws.2017.03.008
https://doi.org/10.1016/j.tws.2017.03.008
Publikováno v:
Thin-Walled Structures. 161:107520
Since stainless steel has many advantages such as excellent durability, ductility and corrosion resistance, the use of stainless steel has been increased in a variety of structural members and industrial fields. Even if stainless steels are included
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f9df486f0a46df88443f8e1636daaab
https://doi.org/10.1016/j.tws.2021.107520
https://doi.org/10.1016/j.tws.2021.107520