Improvement of weld details to avoid brittle fracture initiating at the toes of weld access hole of the beam end — prediction of ultimate strength of welded joint with conventional detail-Reference-Cited by-同舟云学术

Improvement of weld details to avoid brittle fracture initiating at the toes of weld access hole of the beam end — prediction of ultimate strength of welded joint with conventional detail

Published:2022-04-28 Issue:9 Volume:66 Page:1929-1939
ISSN:0043-2288
Container-title:Welding in the World
language:en
Short-container-title:Weld World

Author:

Azuma Koji^ORCID,Iwashita Tsutomu,Itatani Toshiomi

Funder

Japan Society for the Promotion of Science

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,Mechanical Engineering,Mechanics of Materials

Link

https://link.springer.com/content/pdf/10.1007/s40194-022-01299-0.pdf

Reference23 articles.

1. AIJ (1995) Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake. Architectural Institute of Japan, Tokyo (in Japanese)

2. AIJ (1996) Technical recommendations for steel construction for buildings, Part 1 guide to steel-rib fabrications. Architectural Institute of Japan, Tokyo (in Japanese)

3. AIJ Kinki (1997) Full-scale test on plastic rotation capacity of steel wide-flange beams connected with square tube steel columns. Committee on Steel Building Structures, Kinki Branch of Architectural Institute of Japan, Osaka (in Japanese)

4. AISC (2016) Seismic provisions for structural steel buildings, AISC 341–16. American Institute of Steel Construction, USA

5. AISC (2016) Specification for structural steel buildings, AISC 360–16. American Institute of Steel Construction, USA

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