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On the Young's Modulus of Different Form for Standard Size

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 21 Issue 3 Page 243-248
published_at 1971
KJ00000155825.pdf
[fulltext] 373 KB
Title
大きさの異なる試供体のヤング係数について
On the Young's Modulus of Different Form for Standard Size
Creators Kagami Hifumi
Creators Hasegawa Hiroshi
Creators Kaneyuki Keiji
Source Identifiers
Creator Keywords
stabilizers cementation lime cement clay cyclic shear strength soil particle structure
Past reports have been said that there are not the clear tendency between Young's modulus and size of specimen. But, judging from the relationships of compressive test which was reported before in the Memoirs Yamaguchi University, effects on the size of specimen are recognized. Then, authors experimented under several proportions of concrete, ages and curings, and defined the elastic and elastic-plastic limit owing to their discussion for experimental stress-strain curves. We have the idea that each Young's modulus of specimen are the tendency of a straight line within elastic limit. It is not recognized that influences depend on concrete proportions and ages in accordance with study larger mainly than those of standard specimen under the water curing. The results of experimental research have mentioned in this paper.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1971
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部