SIZE EFFECT ON FIBROUS CRACK INITIATION STRAIN
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Univ. of Tokyo
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/59/458/59_KJ00004099771/_pdf
Cited by 7 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. DISCUSSION ON RESEARCH ACTIVITY PUBLISHED AS “ISSUES IN USING REDUCED-SIZE SPECIMEN FOR BRITTLE FRACTURE EVALUATION OF BEAM-TO-COLUMN STEEL CONNECTIONS Geometric size effect on brittle fracture properties”;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-10-01
2. Stress-strain states of welded beam-to-column connections with geometrical and metallurgical notches;Journal of Constructional Steel Research;2020-04
3. FULL SCALE TEST ON THE TRANSITION FROM DUCTILE FRACTURE TO BRITILE FRACTURE OF BEAM-TO-COLUMN CONNECTIONS WITH ORDINARY TYPE WELD ACCESS HOLES;Journal of Structural and Construction Engineering (Transactions of AIJ);2008
4. A PROPOSITION ON CRACK INITIATION EVALUATION USING STRESS TRIAXIALITY AND LOCAL DUCTILITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
5. Fracture of steel during an earthquake—state-of-the-art in Japan;Engineering Structures;1998-04
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