本文主要利用LS-DYNA有限元素分析軟體，針對投射體在一定速下對純混凝土靶體的侵徹分析進行模擬，並與文獻中試驗結果進行比較，以驗證本文分析的可靠性及混凝土參數設定的正確性。其次針對衝擊荷載作用下鋼筋混凝土板之破壞模式與動態反應進行分析，探討鋼筋混凝土板的破壞影響因素如，鋼筋比、彈體速度、侵徹角度來進行模擬，找出這些因素影響之規律。研究結果顯示，當鋼筋混凝土板之配筋率增加、彈體速度下降或侵徹角度增加，都能減少結構體的破損情況。最後整理歸納，用以提供未來相關工程應用及學術研究上之參考。

In this study will use the the nonlinear finite element software LS-DYNA. Build a similar model that the reference of the experiment, to simulate the projectiles penetration the pure concrete targets, and compared its results to verify the reliability of software and the correct of concrete’s parameter.
And then study the failure analysis of reinforced concrete plates subjected to impact loading, to research the damaging effects of factors such as, steel ratio, speed of projectile and angle of penetration, to identify the law of affection factors.
The results show that reinforcement ratio increased, decreased projectile velocity, penetration angle increases, can improve the situation of the structure destruction.
Finally collate those data to provide a valuable reference for engineering designers and researchers to precede the structural dynamic analysis.

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