THE CRITERION FOR DUCTILE CRACK INITIATION IN STRUCTUAL STEELS

Author:

ONO Tetsuro1,SATO Atsushi2,YOKOKAWA Takayuki3,AIKAWA Naoko4

Affiliation:

1. Dept. of Architecture, Nagoya Institute of Technology

2. Nagoya Institute of Technology:JSPS

3. TOYOTA Motor Corporation

4. Nagoya Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Evaluation of ductile crack initiation limit using strain hardening exponent;Transactions of the JSME (in Japanese);2016

2. Shear-type damper using a low-yield-strength circular hollow section;IABSE Conference, Nara 2015: Elegance in structures;2015

3. ULTIMATE STRAINS OF STRUCTURAL STEELS AGAINST DUCTILE CRACK INITIATION;STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING;2007

4. The deformation capacity of the H-section beam considering brittle fracture;Journal of Constructional Steel Research;2006-01

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