Elastic Limit and Strain Hardening of Thin Wires in Torsion

被引:97
|
作者
Dunstan, D. J. [1 ,2 ]
Ehrler, B. [1 ,2 ]
Bossis, R. [3 ]
Joly, S. [4 ]
P'ng, K. M. Y. [5 ,6 ]
Bushby, A. J. [5 ,6 ]
机构
[1] Queen Mary Univ London, Ctr Mat Res, London E1 4NS, England
[2] Queen Mary Univ London, Dept Phys, London E1 4NS, England
[3] Univ Nantes, Lab Genie Mat & Procedes Associes, Ecole Polytech, F-44306 Nantes, France
[4] CEFIPA Engn Sch, F-92220 Bagneux, France
[5] Queen Mary Univ London, Ctr Mat Res, Sch Mat Sci & Engn, London E1 4NS, England
[6] Queen Mary Univ London, Dept Mat, Sch Mat Sci & Engn, London E1 4NS, England
基金
英国工程与自然科学研究理事会;
关键词
GRAIN-SIZE; GRADIENT PLASTICITY; FLOW-STRESS; STRENGTH; DEFORMATION; RELAXATION; FILMS;
D O I
10.1103/PhysRevLett.103.155501
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
A theory for the size effect in the strength of wires under torsion is reported and compared with data from thin copper wires. Critical thickness theory is solved rigorously and used to validate a useful approximation which is combined with slip-distance theory modified for a finite structure size. Experimental data with high accuracy around and above the elastic limit show excellent agreement with the theory. The results strongly imply that the physical principle is the constraint that size, whether grain size or structure size, puts on allowed dislocation curvature.
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页数:4
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