Fracture strength of electroslag welding joint with high-performance steel

Author:

Iyama Jun,Matsumoto Yuka,Ishii Takumi,Shimokawa Hiroumi,Nikaido Masato,Yamada Satoshi

Funder

Tokyo Institute of Technology

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Design and Welding Process Guideline for High Performance 590N/mm2 steel (SA440);The Japan Iron and Steel Foundation (JISF),2016

2. High Performance 590N/mm2 Steel for Building Structure (SA440), JISF Specification No. MDCR 0013–2004;The Japan Iron and Steel Foundation (JISF),2004

3. Improved Fracture Toughness and Fatigue Characteristics of Electroslag Welds. Rep. No. FHWA/RD-87/026, DOT;Wood,1987

4. Brittle fracture of beam-to-column welded connections in tall buildings;Kuwamura;Steel Construction Engineering, JSSC,1997

5. Full scale shaking table test on ultimate seismic resistance of advanced type of beam-to-column connections;Akiyama;Journal of Structural and Construction Engineering,2002

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1. Investigation on Fracture Behavior of Electroslag Welding Joint with High-Performance Steel;International Journal of Steel Structures;2024-06-13

2. Construction of steel members;Construction of Earthquake-Resistant Concrete and Steel Structures;2024

3. Effect of penetration depth of electro-slag welding on ductility of beam-to-column connection;Journal of Constructional Steel Research;2022-02

4. Tensile stress-strain models for high strength steels;Journal of Constructional Steel Research;2021-11

5. Qualification of Electroslag Welds made from HPS 485W (70W) and 345W (50W) Steels;Journal of Constructional Steel Research;2021-08

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