Anisotropy, elastic stresses, and yielding
Hook and Hirth first showed how elastic anisotropy can produce local stress concentrations at grain boundaries.4 Consider a single crystal under a compressive stress, crystal A in Figure la. The crystal is so oriented that it will shear in the direction indicated by the arrow. If the crystal is rota...
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| Veröffentlicht in: | JOM (1989) 2001-06, Vol.53 (6), p.64-64 |
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| creator | Margolin, Harold |
| description | Hook and Hirth first showed how elastic anisotropy can produce local stress concentrations at grain boundaries.4 Consider a single crystal under a compressive stress, crystal A in Figure la. The crystal is so oriented that it will shear in the direction indicated by the arrow. If the crystal is rotated 180 degrees about the vertical axis (crystal B, Figure 1a), the direction of shear is reversed. |
| doi_str_mv | 10.1007/s11837-001-0109-5 |
| format | Article |
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| fulltext | fulltext |
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| ispartof | JOM (1989), 2001-06, Vol.53 (6), p.64-64 |
| issn | 1047-4838 1543-1851 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_743341902 |
| source | Springer Online Journals Complete |
| subjects | Anisotropy Grain boundaries Shear strain Shear stress Single crystals Stress concentration |
| title | Anisotropy, elastic stresses, and yielding |
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