本文探討多種異向性材料所組成且接合面具不同邊界條件之楔形體之應力奇異性分析。在廣義平面應變的假設下，分別以卡式座標與極座標描述位移場、應力場及平衡方程式，並建立特徵值方程式；推演楔形面不同邊界條件所對應不同接合面條件之特徵方程式。本文針對束制為固定端時的裂紋，分析不同材料參數所對應之應力奇異性強度。

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