| 種別 | 論文 |
| 主題 | FATIGUE STRENGTH AND DEFORMATION BEHAVIOR OF FLY ASH-BASED GEOPOLYMER CONCRETE |
| 副題 | |
| 筆頭著者 | 加藤遼二郎（法政大学） |
| 連名者1 | 藤山知加子（法政大学） |
| 連名者2 | Januarti Jaya Ekaputri（Institut Teknologi Sepuluh Nopember） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | fly ash-based geopolymer、 fatigue、 elastic modulus、 Poisson's ratio、 maximum strain、 residual strain、ジオポリマー、フライアッシュ、疲労、弾性係数、ポアソン比、最大ひずみ、残留ひずみ |
| 巻 | 41 |
| 号 | 1 |
| 先頭ページ | 1997 |
| 末尾ページ | 2002 |
| 年度 | 2019 |
| 要旨 | This paper presents the fatigue strength and deformation behavior of particular fly ash-based geopolymer concrete (GP) obtained from uniaxial compressive fatigue tests with four load conditions. The number of cycle at failure of all geopolymer specimens was much shorter than that of the concrete made of the ordinary portland cement (OPC) shown in literatures. The fatigue strength for 2 million cycles of GP was lower than that of ordinary cement concrete in water and of light weight concrete. The residual axial strains and the lateral strains under cyclic load were larger than OPC when they failed. |
| PDFファイル名 | 041-01-1328.pdf |