透過您的圖書館登入
IP:18.118.16.229
  • 期刊

嵌板受水下爆炸衝擊的非線性動態反應

Non - Linear Dynamic Response of Submerged Plate Subjected to Underwater Explosion

摘要


本文探討水面下以空氣為背壓的平板,受到不同爆震因數的水下爆炸衝擊產生的彈塑性暫態反應(transient response)。爆震因數範圍涵蓋使平板產生彈性變形到塑性損壞的狀況。數值分析考慮應變率對材料非線性變形的影響。研究對象以Ramajecyathilagam[1]的試驗模型為主,目標板為0.55m×0.45m×0.004m的平板,四周以厚板加強並以螺栓鎖定於中空的厚鋼板支撐箱,目標板未被厚板加強部分為0.30m×0.25m×0.004m。 本文數值分析工具採用USA+DYNA3D,分別就只考慮無加強部分的方板與完整目標板模型、主爆震波衝擊外有無考慮氣泡脈衝次衝擊以及有無考慮流固耦合等不同狀況進行板結構的彈塑性暫態反應分析,計算結果與[1]的試驗結果做比較,檢討分析過程採用的目標板有效範圍、邊界條件、應變率與爆震波衝擊負荷等模型的合理性。

並列摘要


In this paper, the elasto-plastic transient dynamic response of the air-backed plate panel subjected to shock loading of underwater explosion has been examined. The study case focuses on the experimental model of Ramajeyathilagam [1]. The target plate has the size of 0.55m×0.45m×0.004m, whose four edges are supported by thick plates and mounted on rigid steel casting with bolt, the unsupported area of the target plate is 0.30m×0.25m. The dynamic responses of the target plate are examined under different level of shock factors, which cover the range from elastic deformation to plastic failure of plate. The effect of strain rate on the dynamic response during the material nonlinear phase is taken into consideration. The numerical analysis was carried out by the USA+DYNA3D codes.The analysis results are compared with the experiment accomplished by Ramajeyathilagam [1]. The reasonable model of finite element analysis, boundary condition and the shock loading are examined.

被引用紀錄


Hwangfu, J. J. (2011). 水下爆炸氣泡在不同邊界附近趨移之研究 [doctoral dissertation, National Taiwan University]. Airiti Library. https://doi.org/10.6342/NTU.2011.02685
陳冠儒(2008)。船用鋼材三明治結構之抗撞與防震特性研究〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2008.10399
鄭貴華(2007)。金屬三明治結構之水下爆震〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2007.10601
周宗燐(2005)。圓柱殼結構受水下爆炸衝擊之動態反應研究〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2005.02712

延伸閱讀