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- W14170567 abstract "The importance of welded connections on the behavior of beam-to-column joints in steel moment resisting frames (MRFs) is the reason to develop an experimental program focused on the behavior of welding details. A number of 54 “T” assembly specimens that reproduce the beam-to-column welded joints are tested in this chapter. The experimental program considered the following parameters: steel grade, strain rate, welding type (fillet weld, double bevel butt weld, and single bevel butt weld), and type of loading (monotonic and cyclic pulsating). The behavior of the different types of welds is evaluated and compared in terms of both performance and economical aspects. The experimental tests performed in the frame of the present research shows the importance of the quality of welding. From the three types of welds studied (double bevel, fillet, and single bevel), the ideal behavior (rupture in the base metal) is observed for the double bevel welds. This fact is attributed to the lack of defects for this welding procedure in comparison to the other two procedures. Fillet weld specimens are characterized by an intermediary behavior; the main cause of failures in welds being the undersized welds. This fact demonstrates one of the disadvantages of this type of welding, which is the difficulty to control and verify the weld size, particularly on the building site." @default.
- W14170567 created "2016-06-24" @default.
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- W14170567 date "2002-01-01" @default.
- W14170567 modified "2023-09-27" @default.
- W14170567 title "Influence of welding details on the performance of beam to column connections of steel MRFs in seismic areas" @default.
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- W14170567 doi "https://doi.org/10.1016/b978-008044017-0/50116-5" @default.
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