| File | |
| Title |
コンクリートに対する増分型Endochronic理論の材料パラメータについて
|
| Title |
On Material Parameters in the Incremental Version of Endochronic Theory for Concrete
|
| Title Transcription |
コンクリート ニ タイスル ゾウブンガタ ENDOCHRONIC リロン ノ ザイリョウ パラメータ ニツイテ
|
| Creator |
Fujii Yoshio
|
| Source Title |
島根大学農学部研究報告
Bulletin of the Faculty of Agriculture, Shimane University
|
| Volume | 21 |
| Start Page | 102 |
| End Page | 110 |
| Journal Identifire |
ISSN 0370940X
|
| Descriptions |
Abstract
The incremental version of Endochronic theory proposed by Bazant is a unified and comprehensive material model for concrete. This theory offers a possibility to accurately describe the behaviour of concrete under multiaxial stresses in a wide range of loading conditions without recourse to the concept of yield surface and the specification of unloading-reloading criteria.
However, this theory generally involves many functions and material parameters which are obtained by a rather complicated procedure. In the present paper, the effect of the change of material parameters on the stress-strain relationship is investigated. It is shown that sixteen out of forty-four parameters in the modified incremental version of Endochronic theory have much influence on the shape of the stress-strain curve. |
| Language |
jpn
|
| Resource Type | departmental bulletin paper |
| Publisher |
島根大学農学部
Shimane University, Faculty of Agriculture
|
| Date of Issued | 1987-12-21 |
| Access Rights | open access |
| Relation |
[NCID]
AN00108015
|
