STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
EXPERIMENTAL STUDY ON INFLUENCE OF SCALLOP DETAILS APPLIED REINFORCEMENT WELDING ON FRACTURE AND DEFORMATION CAPACITY OF REAL SCALE EXPERIMENTS IN FIELD WELDING
Tadao NAKAGOMI, Hirofumi KANEKO, Seiichiro TSUTSUMI, Shintaro KANAZAKI, Kosuke KISHI
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Keywords: Joint type of field welding, Field welding non-scallop, Reinforcement welding, Deformation capacity, Fracture behavior
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2018 Volume 25 Issue 100 Pages 100_29-100_41

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Abstract

The purpose of this study is to clarify the influence of scallop details on fracture and deformation capacity of beam-to-column joints. This paper presents the results of full-scale tests of welded beam-to-column joints using SN490B with some type of the scallop details (snip-cut method, non-scallop method and scallop method by using reinforcement welding) on field and shop. Based on the test results, snip-cut of field welding beam-to-column joint have large deformation capacity which is equal or higher than that of shop welding beam-to-column joints.

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© 2018 Japanese Society of Steel Construction
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