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A study of the flexural behaviour of concrete members with hexagonal sections and of the effect of strain gardient to stress-strain relationship of this type of members.
Date
1971
Author
Davas, Osman
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URI
https://hdl.handle.net/11511/5159
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Graduate School of Natural and Applied Sciences, Thesis
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O. Davas, “A study of the flexural behaviour of concrete members with hexagonal sections and of the effect of strain gardient to stress-strain relationship of this type of members.,” Middle East Technical University, 1971.