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夾雜物對超高強度鋼應力應變場的影響

侯杰 董建新 姚志浩

侯杰, 董建新, 姚志浩. 夾雜物對超高強度鋼應力應變場的影響[J]. 工程科學學報, 2017, 39(7): 1027-1035. doi: 10.13374/j.issn2095-9389.2017.07.007
引用本文: 侯杰, 董建新, 姚志浩. 夾雜物對超高強度鋼應力應變場的影響[J]. 工程科學學報, 2017, 39(7): 1027-1035. doi: 10.13374/j.issn2095-9389.2017.07.007
HOU Jie, DONG Jian-xin, YAO Zhi-hao. Influence of inclusion on stress and strain fields in ultra-high strength steel[J]. Chinese Journal of Engineering, 2017, 39(7): 1027-1035. doi: 10.13374/j.issn2095-9389.2017.07.007
Citation: HOU Jie, DONG Jian-xin, YAO Zhi-hao. Influence of inclusion on stress and strain fields in ultra-high strength steel[J]. Chinese Journal of Engineering, 2017, 39(7): 1027-1035. doi: 10.13374/j.issn2095-9389.2017.07.007

夾雜物對超高強度鋼應力應變場的影響

doi: 10.13374/j.issn2095-9389.2017.07.007
基金項目: 

國家自然科學基金資助項目(51371023)

詳細信息
  • 中圖分類號: TG146.1

Influence of inclusion on stress and strain fields in ultra-high strength steel

  • 摘要: 非金屬夾雜物對鋼性能的影響與夾雜物的特征參數密切相關.首先分析拉伸和疲勞載荷下超高強度鋼中TiN夾雜物導致裂紋萌生的掃描電鏡原位觀察結果,采用MSC Marc有限元分析軟件對夾雜物及周圍基體的應力場進行計算,然后對拉伸載荷下不同特征參數的TiN夾雜物及周圍基體的應力應變場進行模擬.結果表明,有限元法能夠解釋并預測夾雜物及周圍基體的力學行為.三角形夾雜物尖角附近的應力集中最嚴重.矩形夾雜物內部高應力區的位置受夾雜物與外載荷方向夾角的影響.隨鄰近夾雜物間距的增大,基體內的最大應力由夾雜物外側移至夾雜物之間.近表面夾雜物使得基體自由表面附近出現高應力區,基體內最大應力的位置受夾雜物與自由表面距離和尺寸的影響.

     

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出版歷程
  • 收稿日期:  2016-10-04

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