E Smith - Publications
Affiliations: | Metallurgy | University of Sheffield, Sheffield, England, United Kingdom |
Year | Citation | Score | |||
---|---|---|---|---|---|
1966 | Smith E. The interaction between dislocation-type cracks III. Infinite periodic sequences of noncoplanar cracks Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 295: 429-439. DOI: 10.1098/Rspa.1966.0251 | 0.481 | |||
1966 | Smith E. The interaction between dislocation-type cracks II. The infinite periodic sequence of coplanar dislocation-type cracks* Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 295: 421-428. DOI: 10.1098/Rspa.1966.0250 | 0.486 | |||
1965 | Smith E. Strain concentration effects in large structures Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 285: 46-57. DOI: 10.1098/Rspa.1965.0088 | 0.348 | |||
1964 | Bilby BA, Cottrell AH, Smith E, Swinden KH. Plastic Yielding from Sharp Notches Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 279: 1-9. DOI: 10.1098/Rspa.1964.0085 | 0.417 | |||
1958 | Bilby BA, Bullough R, Gardner LRT, Smith E. Continuous Distributions of Dislocations. IV. Single Glide and Plane Strain Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 244: 538-557. DOI: 10.1098/Rspa.1958.0059 | 0.722 | |||
1958 | Bilby BA, Gardner LRT, Smith E. The relation between dislocation density and stress Acta Metallurgica. 6: 29-33. DOI: 10.1016/0001-6160(58)90088-9 | 0.403 | |||
1956 | Bilby BA, Smith E. Continuous Distributions of Dislocations. III Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 236: 481-505. DOI: 10.1098/Rspa.1956.0150 | 0.722 | |||
1955 | Bilby BA, Bullough R, Smith E. Continuous Distributions of Dislocations: A New Application of the Methods of Non-Riemannian Geometry Proceedings of the Royal Society a: Mathematical, Physical and Engineering Sciences. 231: 263-273. DOI: 10.1098/Rspa.1955.0171 | 0.72 | |||
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