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標題: | 高速彈體貫穿混凝土靶體之動態分析 Dynamic Response of Concrete Target subject to High Speed Projectile Penetration |
作者: | Chang-Hsuan Lu 盧長軒 |
指導教授: | 洪振發 |
關鍵字: | 高速彈體,貫穿,衝擊, LS-DYNA,penetration,concrete target, |
出版年 : | 2011 |
學位: | 碩士 |
摘要: | 本研究以數值模擬方式,探討混凝土靶體受高速彈體撞擊下,所呈現的大應變、高應變率及高壓下之材料動態行為。數值模擬採用LS-DYNA有限元素分析軟體,並採用內建的兩種不同混凝土材料模型:Mat_Johnson_Holmquist_Concrete與Mat_Soil_Concrete來做數值模擬分析的比較。
首先建立合理的數值模型檢討三種參數:元素尺寸之收斂性分析,歸納出一個適合的λ(projectile radius/mesh size)值範圍,並討論時間步幅(t)與罰函數因子等參數對數值結果影響之比較,再與Hanchak實驗結果進行比較,以驗證數值分析模式之可靠性。此數值模型,再與撞擊深度經驗公式之結果比較,確認數值模擬能完整呈現混凝土之結構抗衝擊特性。最後針對混凝土的破壞模式來做一個分析與說明,探討不同網格尺寸對彈體撞擊混凝土之破壞模式之影響,並歸納出彈體貫穿混凝土靶體不同歷程下所呈現的破壞情形。 根據前述建立的數值模型,探討穿透彈體貫穿單層混凝土靶體與等厚度多層混凝土靶體情況下,其抗侵徹性能之差異性。研究結果顯示,本研究所建立之數值分析模型能有效預測混凝土大應變、高應變率及高壓情況下之動態反應與破壞型態。 In this study, numerical simulation methods to analysis the dynamic response of concrete subjected to penetration of high speed projectile. The effects of large strain, high strain rate and high pressure on the dynamic behavior have been investigated. The LS-DYNA finite element analysis software was used for numerical simulation, and the characteristic of two different models of concrete materials: Mat_Johnson_Holmquist_Concrete and Mat_Soil_Concrete were compared. First, a reasonable numerical model was examined through three parameters: the effects of element size on the convergence of analysis result, a reasonable size parameter λ(projectile radius/mesh size) was summarized. The effect of time step size(t) and penalty stiffness factor(f_s) on the differences of numerical results have been discussed. Numerical analysis for Hanchak’s experiments was carried out, the results were compared with experiment results to verify the reliability of numerical models. The numerical model was above compared to empricial formula to predict the penetration depth to display the characteristic of concrete structure. Finally, we summarized the concrete’s failure model during the process of projectile penetration concrete target. Finally, the difference of anti-penetration properties between the single concrete target and multiple concrete targets were investigated. The results show that the proposed numerical model can predict effectively the dynamic response and failure conditions under consideration of large strain, high strain rate and high pressure situations |
URI: | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/32629 |
全文授權: | 有償授權 |
顯示於系所單位: | 工程科學及海洋工程學系 |
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