کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4928596 1432075 2017 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture
ترجمه فارسی عنوان
استحکام نهایی اتصالات جوش داده شده فولاد ضد زنگ آستنیتی با شکستگی فلز جوش
کلمات کلیدی
فولاد ضد زنگ آستنیتی، تنگستن وارد جوش گاز می شود، جهت جوش، طول جوش، کد طراحی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
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 variables of test specimens are weld length and welding direction against applied force. Specimens are fabricated with transverse fillet weld (TFW series), longitudinal fillet weld (LFW series) and full fillet weld FW series against loading direction. Specimens of TFW series, LFW series and FW series failed by tensile fracture, shear fracture and block shear fracture in the weld metal of connections. Test ultimate strengths were compared with predictions based on the design specifications, AISC (American institute of steel construction) and ASCE (American Society of Civil Engineers) and existing researcher's equations. Current design equations underestimated excessively the strength of welded connections with weld metal fracture. Consequently, modified design formula is suggested considering actual fracture path and the effect of stress triaxiality on welded connections and its validation was verified in this paper.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 116, July 2017, Pages 145-153
نویسندگان
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