Effect of specimen dimensions on characteristic transition temperature of brittleness of structural steel-Reference-Cited by-同舟云学术

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Effect of specimen dimensions on characteristic transition temperature of brittleness of structural steel

Published:1991-10 Issue:4 Volume:51 Page:R33-R36
ISSN:0376-9429
Container-title:International Journal of Fracture
language:en
Short-container-title:Int J Fract

Author:

Weisheng Lei,Mei Yao

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Modeling and Simulation,Computational Mechanics

Link

http://link.springer.com/content/pdf/10.1007/BF00012931.pdf

Reference9 articles.

1. R.O. Ritchie et al., Journal of the Mechanics and Physics of Solids 21 (1973) 395?410.

2. J.F. Knott, Fundamentals of Fracture Mechanics, Butterworths, London (1973).

3. [3] K. Wobst and D. Aurick, in ICF 4, 2 (1977) 183.

4. [4] H. Krafa et al., in ICF 5 (1980) 881?888.

5. M. Yao et al., ICF 6, 2 (1984) 1423?1430.

Cited by 10 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. The physical nature of drop-weight-test NDT;Engineering Fracture Mechanics;1996-03

2. The generalized characteristic transition temperature of brittleness—I. Concept and phenomenological interpretation;Engineering Fracture Mechanics;1994-11

3. A new model of the critical crack size for low temperature brittle fracture of structural steel and its experimental verification;Engineering Fracture Mechanics;1994-09

4. Experimental verification of cleavage characteristic stress vs grain size;Scripta Metallurgica et Materialia;1994-07

5. Ductile/brittle transition condition in Charpy V-notch impact test in structural steel;Engineering Fracture Mechanics;1993-11

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