| Analysis of a cracked beam-column on an elastic foundation | |
|---|---|
| 學年 | 88 |
| 學期 | 1 |
| 出版（發表）日期 | 2000-01-01 |
| 作品名稱 | Analysis of a cracked beam-column on an elastic foundation |
| 作品名稱（其他語言） | |
| 著者 | 劉昭華; Liu, Chao-hwa; Wang, D. M. |
| 單位 | 淡江大學機械與機電工程學系 |
| 出版者 | Inderscience |
| 著錄名稱、卷期、頁數 | International journal of computer applications in technology 13(6), pp.273-279 |
| 摘要 | A numerical procedure to analyse a cracked beam-column on an elastic foundation is suggested in this paper. This procedure may begin with stability analysis since finite element results obtained in this paper show that buckling loads are hardly influenced by crack location or crack length. As for the analysis of crack extension, relations between external loads and a parameter S1 should be determined. In the region S1 and external forces are linearly related, the parameter S1 is the stress intensity factor K1 of the linear elastic fracture mechanics, thus crack extension may be predicted by linear elastic fracture theory. It is shown in this paper that the technique of virtual crack extension may be used to determine relations between S1 and external forces. |
| 關鍵字 | beam-column, computational fracture mechanics, virtual crack extension |
| 語言 | en |
| ISSN | 0952-8091 |
| 期刊性質 | 國內 |
| 收錄於 | EI |
| 產學合作 | |
| 通訊作者 | |
| 審稿制度 | 否 |
| 國別 | TWN |
| 公開徵稿 | |
| 出版型式 | ,電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/45831 ) |
| SDGS | 尊嚴就業與經濟發展,產業創新與基礎設施 |
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