Effects of Material Toughness and Plate Thickness on Brittle Fracture of Steel Members

Author:

Kuwamura Hitoshi1,Iyama Jun2,Matsui Koji3

Affiliation:

1. Professor, Dept. of Architecture, School of Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

2. Lecturer, Dept. of Architecture, School of Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan.

3. Chief Official, Ministry of Land, Infrastructure, and Transport, 2-1-3 Kasumigaseki, Chiyoda-ku, Tokyo 100-8918, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Building Research Institute and Kozai Club (1999). “Report on development of structural safety improvement technology utilizing new-generation steel (Part 1: Material and welding vs. fracture Part 2: Connection and fabrication vs. fracture Part 3: Failure mode vs. fracture).” Building Research Institute and Kozai Club Tokyo (in Japanese).

2. Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA-350 Federal Emergency Management Agency Washington D.C.

3. Ichinohe Y. and Kuwamura H. (1999). “Effect of amplitude on brittle fracture of structural steel plates.” Proc. Annual Meeting AIJ 22174 Architectural Institute of Japan 347–348 (in Japanese).

4. Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project

5. Kuwamura H. (1988). “Effect of yield ratio on the ductility of high-strength steels under seismic loading.” Proc. Annual Tech. Session of Structural Stability Research Coucil (SSRC) Minneapolis 201–210.

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1. Mechanical properties and constitutive models of butt-welds in Q345GJ thick steel plates;Journal of Constructional Steel Research;2024-02

2. Experimental Assessment and CVGM Modeling to Investigate the Seismic Stress– and Strain–Controlled Fatigue Properties of St-37 and St-52 Grade Steels;Journal of Materials in Civil Engineering;2022-04

3. Influence of weld details on fracture behavior of connections using high-strength steel;Journal of Constructional Steel Research;2019-02

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5. References;Handbook of Structural Life Assessment;2017-04-07

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