板帶軋制的邊界單元法分析

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板帶軋制的邊界單元法分析

夏光, 瞿文吉

文章導航 > 工程科學學報 > 1989 > 11(5): 443-448

夏光, 瞿文吉. 板帶軋制的邊界單元法分析[J]. 工程科學學報, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

引用本文:

夏光, 瞿文吉. 板帶軋制的邊界單元法分析[J]. 工程科學學報, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

Xia Guang, Ju Wenji. The Analysis of the Boundary Element Method in Rolling Plate and Strip[J]. Chinese Journal of Engineering, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

Citation:

Xia Guang, Ju Wenji. The Analysis of the Boundary Element Method in Rolling Plate and Strip[J]. Chinese Journal of Engineering, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

夏光, 瞿文吉. 板帶軋制的邊界單元法分析[J]. 工程科學學報, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

引用本文:

夏光, 瞿文吉. 板帶軋制的邊界單元法分析[J]. 工程科學學報, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

Xia Guang, Ju Wenji. The Analysis of the Boundary Element Method in Rolling Plate and Strip[J]. Chinese Journal of Engineering, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

Citation:

Xia Guang, Ju Wenji. The Analysis of the Boundary Element Method in Rolling Plate and Strip[J]. Chinese Journal of Engineering, 1989, 11(5): 443-448. doi: 10.13374/j.issn1001-053x.1989.05.024

板帶軋制的邊界單元法分析

doi: 10.13374/j.issn1001-053x.1989.05.024

夏光,
瞿文吉

壓力加工系

計量
- 文章訪問數: 272
- HTML全文瀏覽量: 97
- PDF下載量: 7
- 被引次數: 0
出版歷程
- 收稿日期: 1988-06-01
- 網絡出版日期: 2021-11-15

The Analysis of the Boundary Element Method in Rolling Plate and Strip

Xia Guang,
Ju Wenji

摘要: 本文在計算板帶軋制中的參數時應用了初始應力的彈塑性邊界單元方法。計算結果與實驗值相等。該研究表明,彈塑性邊界單元法用來分析板帶軋制是滿意的。
- 邊界單元法 /
- 板帶軋制
Abstract: In the paper, the elastoplastic boundary element method (BEM)of the initial strain is worked at calculating parameters of flat rolling of plate and strip. The calculating results obtained in studying on flat rolling of plate and strip coincide with the experimental data. The research shows that the elastoplastic BEM is satisfactory for analyzing flat rolling of plate and strip.
- BEM /
- rolling

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文章訪問數: 272
HTML全文瀏覽量: 97
PDF下載量: 7
被引次數: 0

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