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有限要素法によるコンクリート舗装板の解析
https://doi.org/10.24517/00011689
https://doi.org/10.24517/000116898315369a-3cd8-477b-a300-e50ff177cfa6
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00044309-16-1-35.pdf (210.9 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 有限要素法によるコンクリート舗装板の解析 | |||||
| タイトル | ||||||
| タイトル | Analysis of Concrete Pavements by the Finite Element Method | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
| 資源タイプ | departmental bulletin paper | |||||
| ID登録 | ||||||
| ID登録 | 10.24517/00011689 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
西沢, 辰男
× 西沢, 辰男× 松野, 三郎 |
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| 著者別表示 |
Nishizawa, Tatsuo
× Nishizawa, Tatsuo× Matsuno, Saburo |
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| 書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 16, 号 1, p. 35-44, 発行日 1983-03-30 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0022-832X | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00044309 | |||||
| 出版者 | ||||||
| 出版者 | 金沢大学工学部 = Faculty of Technology Kanazawa University | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Stresses and deflections in a concrete pavement due to wheel loads have been determined by using the solution of the plate bending problem on the ideal subgrade. However the solution can not be applied to the conditions involving discontinuities of concrete pavements, like joints and cracks that are of most concern to pavement engineers. We developed FEM computer programs for calculation of stresses and deflections in concrete pavements due to wheel loads taking into account of discontinuities of joints, and examined the availability of these programs by comparing the results of the calculations and the measured results in the experiment. There are two methods of modeling for the subgrade characters. The one is based on assuming the subgrade to be a Winkler foundation which acts as a set of uniformly distributed springs supporting concrete slabs. The other assumed the subgrade to be a elastic foundation which is mathematically described by the well-known Boussinesq equations. Our computer programs involve these two models, and we examined the difference of results of computations using these two models. |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| 関連URI | ||||||
| 識別子タイプ | URI | |||||
| 関連識別子 | http://ci.nii.ac.jp/naid/40000512637/ | |||||
