| 種別 | 論文 |
| 主題 | ANALYSIS OF UNBONDED PRESTRESSED CONCRETE STRUCTURES BY LATTICE EQUIVALENT CONTINUUM MODEL |
| 副題 | |
| 筆頭著者 | Nattakorn BONGOCHGETSAKUL（名古屋大学） |
| 連名者1 | 田邉忠顕（名古屋大学） |
| 連名者2 | 伊藤睦（名古屋大学） |
| 連名者3 | Kongkeo PHAMAVANH（名古屋大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | プレストレスコンクリート、構造方程式、格子等価連続体化法、プレストレス定式化、prestressed concrete、constitutive equation、Lattice Equivalent Continuum Model、prestressing formulation |
| 巻 | 25 |
| 号 | 2 |
| 先頭ページ | 769 |
| 末尾ページ | 774 |
| 年度 | 2003 |
| 要旨 | The application of the Lattice Equivalent Continuum Model was very successful so far in predicting the behavior of RC structures. New application of the model to the prestressed concrete will be presented here accompanied with the formulation for embedded curved prestressing tendon. Nonlinear FEM with multilayered shell element were adopted for the analysis. LECM is also capable for shear-transfer between crack surfaces, which is exceedingly important when adopting the shell element. Finally, the model was verified by series of prestressed beams with satisfactory results. |
| PDFファイル名 | 025-01-2129.pdf |