Eccentrically Stiffened(偏心變硬)到底是什麼？
Eccentrically Stiffened 偏心變硬 - In this paper, an analytical approach is proposed to investigate the nonlinear dynamic analysis of porous eccentrically stiffened (PES) double curved shallow auxetic shells with negative Poisson’s ratio (NPR) subjected to blast, mechanical and thermal loads resting on Visco-Pasternak foundation model. [1] Predicting both buckling load and mode shape of eccentrically stiffened panels correctly is of important and a rather challenging task. [2] The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elas. [3] This article studies wave propagation of infinite eccentrically stiffened functionally graded plates on elastic foundations. [4] The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elastic foundations in thermal environment are derived by using the classical shell theory, the geometrical nonlinearity in von Karman-Donnell sense, the smeared stiffener technique and Pasternak’s foundation model. [5] We present both numerical finite element simulations and experimental measure- ments to support the proposed procedure, showing successful implementation on an eccentrically stiffened aluminium plate. [6] This study follows an analytical approach to investigate the nonlinear dynamic response and vibration of eccentrically stiffened sandwich functionally graded material (FGM) cylindrical panels with metal–ceramic layers on elastic foundations in thermal environments. [7] A semi-analytical approach to eccentrically stiffened functionally graded truncated conical shells surrounded by an elastic medium in thermal environments is presented. [8] This paper investigates the nonlinear instability of eccentrically stiffened functionally graded (ES-FG) sandwich truncated conical shells subjected to the axial compressive load. [9]nan [1] 正確預測偏心加筋板的屈曲載荷和振型是一項重要且頗具挑戰性的任務。 [2] 用於分析偏心加筋夾層功能梯度圓柱殼的熱振動和動態屈曲的控制方程，該圓柱殼充滿流體並被 elas 包圍。 [3] 本文研究了彈性地基上無限偏心加筋功能梯度板的波傳播。 [4] 利用經典殼理論、von Karman-Donnell 意義上的幾何非線性、塗抹加強筋技術和帕斯捷爾納克的基礎模型。 [5] 我們提出了數值有限元模擬和實驗測量來支持所提出的程序，展示了在偏心加勁鋁板上的成功實施。 [6] 本研究採用分析方法研究在熱環境中彈性基礎上帶有金屬陶瓷層的偏心加筋夾層功能梯度材料 (FGM) 圓柱板的非線性動態響應和振動。 [7] 提出了一種在熱環境中被彈性介質包圍的偏心加筋功能梯度截頭圓錐殼的半解析方法。 [8] 本文研究了偏心加筋功能梯度（ES-FG）夾層截錐殼在軸向壓縮載荷作用下的非線性不穩定性。 [9]
sandwich functionally graded
The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elas. [1] The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elastic foundations in thermal environment are derived by using the classical shell theory, the geometrical nonlinearity in von Karman-Donnell sense, the smeared stiffener technique and Pasternak’s foundation model. [2] This study follows an analytical approach to investigate the nonlinear dynamic response and vibration of eccentrically stiffened sandwich functionally graded material (FGM) cylindrical panels with metal–ceramic layers on elastic foundations in thermal environments. [3]用於分析偏心加筋夾層功能梯度圓柱殼的熱振動和動態屈曲的控制方程，該圓柱殼充滿流體並被 elas 包圍。 [1] 利用經典殼理論、von Karman-Donnell 意義上的幾何非線性、塗抹加強筋技術和帕斯捷爾納克的基礎模型。 [2] 本研究採用分析方法研究在熱環境中彈性基礎上帶有金屬陶瓷層的偏心加筋夾層功能梯度材料 (FGM) 圓柱板的非線性動態響應和振動。 [3]
eccentrically stiffened sandwich
The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elas. [1] The governing equations for analysing thermal vibration and dynamic buckling of eccentrically stiffened sandwich functionally graded cylindrical shells full filled with fluid and surrounded by elastic foundations in thermal environment are derived by using the classical shell theory, the geometrical nonlinearity in von Karman-Donnell sense, the smeared stiffener technique and Pasternak’s foundation model. [2] This study follows an analytical approach to investigate the nonlinear dynamic response and vibration of eccentrically stiffened sandwich functionally graded material (FGM) cylindrical panels with metal–ceramic layers on elastic foundations in thermal environments. [3]用於分析偏心加筋夾層功能梯度圓柱殼的熱振動和動態屈曲的控制方程，該圓柱殼充滿流體並被 elas 包圍。 [1] 利用經典殼理論、von Karman-Donnell 意義上的幾何非線性、塗抹加強筋技術和帕斯捷爾納克的基礎模型。 [2] 本研究採用分析方法研究在熱環境中彈性基礎上帶有金屬陶瓷層的偏心加筋夾層功能梯度材料 (FGM) 圓柱板的非線性動態響應和振動。 [3]
eccentrically stiffened functionally
This article studies wave propagation of infinite eccentrically stiffened functionally graded plates on elastic foundations. [1] A semi-analytical approach to eccentrically stiffened functionally graded truncated conical shells surrounded by an elastic medium in thermal environments is presented. [2] This paper investigates the nonlinear instability of eccentrically stiffened functionally graded (ES-FG) sandwich truncated conical shells subjected to the axial compressive load. [3]本文研究了彈性地基上無限偏心加筋功能梯度板的波傳播。 [1] 提出了一種在熱環境中被彈性介質包圍的偏心加筋功能梯度截頭圓錐殼的半解析方法。 [2] 本文研究了偏心加筋功能梯度（ES-FG）夾層截錐殼在軸向壓縮載荷作用下的非線性不穩定性。 [3]