Show simple item record

contributor authorMan-Tai Chen
contributor authorBen Young
date accessioned2022-01-30T21:05:44Z
date available2022-01-30T21:05:44Z
date issued9/1/2020 12:00:00 AM
identifier other%28ASCE%29ST.1943-541X.0002738.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267645
description abstractIn this study, an experimental program on cold-formed stainless steel tubular sections with and without perforations under pure tension is presented. Nine cross section series made of ferritic, lean duplex, and austenitic stainless steel were included. The square and rectangular stainless steel tubes had a nominal outer dimension ranging from 20 to 80 mm and nominal wall thickness ranging from 1.5 to 4 mm, while the nominal diameters of circular tubes were 60.5 and 76.3 mm. Tensile coupon tests were performed to determine the mechanical properties, and 21 full cross section tensile tests were performed on 9 specimens with circular perforations and the rest without perforation. Tensile test results were discussed and further compared with the tensile strengths predicted by the prevalent design rules for stainless steel structures, such as the American Specification SEI/ASCE8, Australian/New Zealand Standards AS/NZS4673, and European Code EN1993-1-4. The comparisons reveal that the tensile strength predictions by these design rules are quite conservative and scattered for cold-formed stainless steel tubular sections with and without perforations.
publisherASCE
titleTensile Tests of Cold-Formed Stainless Steel Tubes
typeJournal Paper
journal volume146
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002738
page13
treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record