本文已經完成,應用最佳化總域極小化反算彈性支撐複合材料板 結構系統參數之方法。混合實驗與理論分析方式,在不破壞結構及其 邊界條件的情形下,以非破壞性方式識別結構之所有系統參數。經由 反算結果與討論,可以得到以下之結論:
1. 針對文中這些不同寬厚比、疊層角度彈性支撐複材積層板試片,反 算結果顯示其材料性質並沒有明顯和寬厚比、疊層角度有關。
2. 彈性支撐複合材料積層厚板與三明治板,由於頻率實驗量測時已有 較大之誤差,所以其反算結果會有較大之誤差產生。
3. 若是沒有對設計變數取單位化和有效上、下限技巧,將可能產生很 差之結果甚至無法收斂。
4. 本文方法具可行性與精確性,並可將此研究方法應用於其他不同類 型材料結構的系統參數識別。
由系統參數識別結果顯示,本文建立之 Ritz 方法對於自然頻率分 析非常精確,且反算方法對於總域極小值之處理非常正確、有效率。
所以,不論是彈性支撐複合材料積層板或是彈性支撐複合材料三明治 板之系統參數識別,皆能應用振動實驗量測其自然頻率之方式來建立 誤差函數,再進行反算程序,且所獲得的結果都是非常精確。
另外,探討複合材料三明治板彈性常數之識別時,因面層與中間 夾心層分屬不同材料,且其勁度差異很大,必須使用分層理論將厚度 方向分成三個(面層兩個與夾心層一個)一階剪變形位移場來分析自
然頻率,此時共有七個位移函數,再加上設計變數增為七個,所以 A.L.M. 總域極小化演算時間與計算機硬體需求將大增;而且複合材料 三明治板,因為其本身面層、心層的材料性質差異很大,彼此間是用 樹脂黏合而成,所以自然振動頻率量測時,會面臨較多的雜訊與困難 參雜其中;另外,邊界彈性支撐是用等效彈簧方式模擬,且以簡單的 材料力學方式推導得到,這樣亦會和實際之情形有所差別。而複合材 料三明治板在自然頻率量測時即有較大的誤差,所以會造成其反算結 果有較大之誤差產生。針對上述問題,是不是可以有(一)更精確、
有效的邊界模擬;(二)更簡單、精確且有效率的自然頻率分析理 論;(三)使用更精確的自然頻率量測儀器設備(如非接觸方式 等)。如此將可有效提昇反算工作之精確及效率,並降低運算時間成 本。這些是值得再研究改善的地方。
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附 錄 一
k層側向剪應力表示為
附 錄 二
s ymmetric s ymmetric
ω