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Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture
AbstractThis 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.
HighlightsWe performed experimental studies for fillet-welded connections.Specimens with austenitic stainless steel failed by block shear fracture.Weld metal of welded connection led to ultimate state.Current design codes overestimated overly the strength of welded connection.Strength equations were proposed considering actual fracture path.
Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture
AbstractThis 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.
HighlightsWe performed experimental studies for fillet-welded connections.Specimens with austenitic stainless steel failed by block shear fracture.Weld metal of welded connection led to ultimate state.Current design codes overestimated overly the strength of welded connection.Strength equations were proposed considering actual fracture path.
Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture
Lee, HooChang (author) / Hwang, BoKyung (author) / Kim, TaeSoo (author)
Thin-Walled Structures ; 116 ; 145-153
2017-03-07
9 pages
Article (Journal)
Electronic Resource
English
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