| 種別 | 論文 |
| 主題 | FINITE ELEMENT ANALYSIS OF KEYED MORTAR JOINTS FOR PRECAST CONCRETE PANELS |
| 副題 | |
| 筆頭著者 | Hassane Ousalem（Takenaka Corporation） |
| 連名者1 | 高津比呂人（竹中工務店） |
| 連名者2 | 井戸硲勇樹（竹中工務店） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | adhesion、calibration analysis、concrete shear key、finite element、friction、mortar joint |
| 巻 | 42 |
| 号 | 2 |
| 先頭ページ | 571 |
| 末尾ページ | 576 |
| 年度 | 2020 |
| 要旨 | As connections and joints between precast concrete parts represent locations of singular links, the behavior of the precast concrete structures at both serviceability and ultimate strength conditions is dependent on the behavior of such joints. Assessing analytically the characteristics and behavior of such joints under combined loads is an important issue. This paper reports some results of an analytical study carried out based on a commercial FE code to simulate the behavior of keyed mortar joints of different configurations under uniform shear and normal stresses until failure. |
| PDFファイル名 | 042-01-2096.pdf |