温度ひびわれ防止効果からみたコンクリートの引張クリープ特性について

島根大学農学部研究報告 Volume 21 Page 96-101 published_at 1987-12-21
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Title
温度ひびわれ防止効果からみたコンクリートの引張クリープ特性について
Title
Tensile Creep Properties of Concretes from the Viewpoint of Thermal Crack Protection
Title Transcription
オンド ヒビワレ ボウシ コウカ カラ ミタ コンクリート ノ ヒッパリ クリープ トクセイ ニツイテ
Creator
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 96
End Page 101
Journal Identifire
ISSN 0370940X
Descriptions
Tensile creep property of concrete is necessary to avoid thermal cracking in mass concrete structure. In this paper, tensile creep experiments with ordinary portland cement concrete, B type of blast furnace slag cement concrete and C type of fly ash cement concrete were carried out, and the differences of tensile creep properties were investigated in such three types of concrete.
The results are as follows.
1) With instantaneous elastic coefficient, C type of fly ash cement concrete is smaller than ordinary portland cement concrete but larger than B type of blast furnace slag cement concrete.
2) With specific tensile creep, C type of fly ash cement concrete is much larger than ordinary portland cement concrete and the same as B type of blast furnace slag cement concrete with regard to the loaded ages 15th, 25th day but larger than this concrete with regard to the loaded age 5th day.
3) With the total effect about avoiding thermal cracks, the order is fly ash cement concrete type C, blast furnace slag cement concrete type B and ordinary portland cement concrete.
Language
eng
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