کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6777237 1432060 2018 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Progressive collapse behaviour of endplate connections to cold-formed tubular column with novel Slip-Critical Blind Bolts
ترجمه فارسی عنوان
رفتار فروپاشی پیشرفته اتصالات پایه به ستون لوله های سرد شکل گرفته با پیچ های پیچیده بحرانی جدید
کلمات کلیدی
پیچ و مهره بحرانی پیچ و مهره چشم، ستون بخش توخالی اتصال لحظه ای، اتصال پایدار تمدید شده سقوط پیشرو، مکانیک تماس
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
A novel blind bolt, named Slip-Critical Blind Bolt (SCBB), was recently invented at Tongji University to be used as slip-critical high strength bolt for moment connections with handy installation from outside of tubular column. This paper applied SCBBs in extended endplate connections to cold-formed Square Hollow Section (SHS) columns, and investigated this application in the beam-to-column assembly against progressive collapse. The performance of SCBBs at connection regions was evaluated in four full-scale specimens with different configurations. Four distinct failure modes were identified, including fracture at beam section, pull-out of bolts from column wall, plastic deformation of endplates and welded bottom flange fracture forcing the reinforcing component to work. Throughout the damage evolution, the SCBBs performed satisfactorily by clamping the connected plates firmly without slip occurring at the plate interface, showing a good mechanical property as being slip-critical high strength bolts. Under the progressive collapse scenario, SCBBs maintained the integrity of the blind bolted connection, thus facilitated the assembly to effectively develop the catenary mechanism which provided significant vertical resistance under large deflection. The considerable potential of SCBB to be applied into the blind bolted moment connections against progressive collapse and its effectiveness were further verified by comparison between the test specimens and other published moment-resisting beam-to-column assemblies.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 131, October 2018, Pages 404-416
نویسندگان
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