自從鋼筋混凝土問世以及建築技術蓬勃發展以來，人們已普遍將其使用於各類建築物或構造物，藉以作為交通運輸或生活起居之目的。然而，世界上常有不同的衝突發生在各個角落，人們為了自身的利益或各種考量，也開始研發出各式爆裂物投向與立場互相衝突的人事物，最終造成無可挽回的傷亡，當人民所居住的建築物受到爆炸衝擊後會使結構物受到毀損甚至倒塌，而為了避免結構物直接受到嚴重傷害，近晚亦發展出以複合版來提高原始材料的性能，因此本研究即以無機聚合砂漿為主要材料，再配合鍍鋅鋼板與鐵絲進行複合版相關試驗，最後使用有限元素軟體分析進行數值模擬比較。本文共進行三種數值模擬分析，分別為280×70×9.5(mm)複合版抗彎模擬、炸藥爆炸壓力波模擬以及1200×600×9.5(mm)複合版爆炸模擬，中間材料則以純無機聚合砂漿作為對照，並與添加碳纖維、克維拉纖維或超高性能聚乙烯纖維共四種配比進行比擬，首先將以基本材料試驗獲取其抗壓強度，並作為數值模擬參數輸入其中，其後再參考文獻建議設置其餘參數。依據本研究成果顯示，鍍鋅鋼板與無機聚合砂漿之間有無接合影響甚大，而數值模擬設定之邊界條件與實際試驗使用之夾具尚有落差情形，故使分析結果位移量偏小。綜上所述，本研究有關提升防爆性能之成果，將提供未來在相關試驗研究與數值模擬分析上之參考。

The structure is easy to receive serious damage directly after an explosion. In order to avoid direct damage, the composite panels are developed to enhance the original material. In this study, geopolymer mortar is used as the main material, combined with galvanized steel plates and iron wires, to carry out experiments and finite element analysis of composite panels. This study conducted three types of numerical simulation analysis, which are 280×70×9.5(mm) composite panels bending simulation, explosion pressure wave simulation and 1200×600×9.5(mm) composite panels explosion simulation. The intermediate material is pure geopolymer mortar as a control group to be compared with designs in four different proportions, adding carbon fiber, Kevlar fiber or ultra-high molecular weight polyethylene fiber. First, the compressive strength is obtained from the basic material test, being the input into the model as a numerical simulation parameter, and the remaining parameters are set based on the reference literature. Finally, the results of experiments and numerical analysis are discussed to provide a reference for future explosion-proof performance.

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