簡易檢索 / 詳目顯示

研究生: 孫智勇
Sun, Chih-Yung
論文名稱: 有限元素分析尖銳凹槽6061-T6鋁合金管在循環彎曲負載下之行為
Finite Element Analysis on the Response of Sharp- Notched 6061-T6 Aluminum Alloy Tubes under Cyclic Bending
指導教授: 潘文峰
Pan, Wen-Fung
學位類別: 碩士
Master
系所名稱: 工學院 - 工程科學系
Department of Engineering Science
論文出版年: 2013
畢業學年度: 101
語文別: 中文
論文頁數: 74
中文關鍵詞: 有限元素分析尖銳凹槽循環彎曲負載
外文關鍵詞: Finite element analysis, sharp-notched, cyclic bending
相關次數: 點閱:112下載:3
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
  • 本研究是以有限元素分析軟體ANSYS Workbench 12.0分析6061-T6鋁合金管具有環狀尖銳凹槽時,受到對稱曲度循環彎曲負載下之力學行為。其中尖銳凹槽的深度有0.4、0.8、1.2、1.6和2.0 mm,循環彎曲的曲度控制在+0.1至-0.1 m-1之間。根據林柏諺【28】所作的實驗結果顯示,不同深度尖銳凹槽6061-T6鋁合金管,承受對稱曲度循環彎曲負載時,彎矩-曲度關係呈現隨著循環次數的增加漸趨於穩定的現象,凹槽深度與彎矩呈現反比的關係。而橢圓化-曲度關係則呈現棘齒狀,並隨著循環圈數成長的趨勢,且在較淺凹槽深度下,呈現左右對稱的關係,而在較深的凹槽深度時,則曲線呈現不對稱的情形。此外,隨著凹槽深度的增加,橢圓化成長的速度將會越快。最後,本研究的ANSYS分析也與實驗結果進行比較,結果顯示模擬數值雖與實驗值有些許差異,但兩者的趨勢卻非常相似。

    In this study, the finite element software ANSYS Workbench 12.0 is used to analyze the mechanical behavior of sharp-notched 6061-T6 aluminum tubes under curvature-controlled symmetrical cyclic bending. Different notch depths have 0.4, 0.8, 1.2, 1.6 and 2.0 mm. The controlled curvature of the cyclic bending is between +0.1 to -0.1 m-1. According to the experimental data from Lin Bo-Yan【28】, the moment-curvature relationship exhibits increasing manner with the number of cycles and gradually becomes steady. The notch depth is inversely proportional to the moment. For the relationship of the ovalization and curvature, it exhibits the ratcheting, and increasing phenomenon with the number of cycles. The relationship shows symmetrical at shallow notch, however, the relationship shows unsymmetrical at deeper notch. In addition, as the notch depth increases, the growth speed of ovalization will be faster. Finally, the ANSYS analysis is compared with the experimental data. Although some differences between the experimental and simulated results, but the trends are very similar between the two.

    摘要 I Abstract II 致謝 III 目錄 IV 表目錄 VII 圖目錄 VIII 符號說明 XI 第一章 緒論……………………………………………………………1 1-1研究背景及動機………………………………………………..1 1-2 文獻回顧……………………………………………………….3 第二章 理論基礎……………………………………………………....12 2-1塑性理論基礎……………………………………………........12 2-2 有限元素分析法………………………………………….......19 2-3 ANSYS簡介……………..……………………………………23 2-3-1 前處理(Preprocessor)模組 24 2-3-2 分析計算(Solution)模組 26 2-3-3 後處理器(Postprocessor)模組 27 2-4 ANSYS Workbench GUI介面簡介…………………………..30 第三章ANSYS設定與分析 34 3-1圓管材料特性與參數…………………………………………34 3-2有限元素模型之建立…………………………………………36 3-2-1幾何模型之建立 36 3-2-2 有限元素類別的選擇 39 3-2-3 網格分割 41 3-3 圓管之有限元素模擬分析…………………………….……. 44 3-3-1邊界條件設定 44 3-3-2負載方式 45 3-4 求解過程……………………………………………………...49 第四章 ANSYS分析結果……………………………………………52 4-1實驗介紹………………………………………………………52 4-2 彎矩與曲度關係……………………………………………...54 4-2-1 實驗結果………………………………………………54 4-2-2 ANSYS分析結果……………………………………...57 4-3 橢圓化與曲度關係…………………………………….….….61 4-3-1 實驗結果 61 4-3-2 ANSYS分析結果 64 第五章 結論 68 參 考 文 獻 70

    1.S. Kyriakides and P. K. Shaw, “Response and Stability of Elastoplastic Circular Pipe under Combined Bending and External Pressure,"Int. J. Solids Struct., Vol.18, No.11, pp.957-973, 1982

    2.P. K. Shaw and S. Kyriakides, “Inelastic Analysis of Thin-Walled Tubes under Cyclic Bending,"Int. J. Solids Struct., Vol.21, No.11, pp.1073-1100, 1985

    3.E. Cornoa and S. Kyriakides, “On the Collapse of Inelastic Tubes under Combined Bending and Pressure,"Int. J. Solids Struct., Vol.24,No.5, pp.505-535, 1988

    4.E. E. Cornoa and S. Kyriakides, “An Expermental Investigation of the Degradation and Buckling of Circular Tubes under Cyclic Bending and external Pressure,"Thin-Walled Structures, Vol.12, pp.229-263, 1991

    5.S. Kyriakides and G. T. Ju, “Bifurcation And Localization Instabilities In Cylindrical Shells Under Bending-I. Experiment,"Int. J. Solids Struct, Vol.29, No.9, pp.1117-1142, 1992
    6.M. Elchalakani, X. L. Zhao, M. ASCE and R. Grzebieta, “Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections,"J. Struct. Eng, Vol.130, Issue 7, pp.1001-1011, 2004

    7.M. Elchalakani and X. L. Zhao, “Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending,"Engineering Structures, Vol.30, Issue 2, pp.287-299, 2008

    8.W. F. Pan and Y. S. Her, “Viscoplastic Collapse of Thin- Walled Tubes under Cyclic Bending,"ASME, J. of Engineering Materials and Tech., Vol.120, pp.287-290, 1988
    9.W. F. Pan, T. R. Wang and C. M. Hsu, “A Curvature-Ovalization Measurement Apparatus for Circular Tubes under Cyclic Bending,"Experimental Mechanics, Int.J., Vol.38, No.2, pp. 99-102, 1998

    10.W. F. Pan and C. H. Fan, “An Experimental Stady on the Effect of Curvature-Rate at Preloading Stage on Subsequent Creep or Relaxation of Thin-Walled Tubes under Pure Bending,"JSME Int. J., Series A, Vol.41, No.4, pp.525-531,1998

    11.K. L. Lee, W. F. Pan and J. N. Kuo, “The Influence of the Diameter-to-Thickness Ratio of the Stability of Circular Tubes under Cyclic Bending,” International Journal of Solids and Structures, Vol. 38, pp. 2401-2413, 2001

    12.K. L. Lee, W. F. Pan and C. M. Hsu, “Experimental and theoretical evaluations of the effect between diameter-to-thickness ratio and curvature-rate on the stability of circular tubes under cyclic bending,"JSME International Journal Series A, Vol.47, No.2, pp.212-222, 2004

    13.K. H. Chang and W. F. Pan, “Buckling life estimation of circular tubes under cyclic bending,"International Journal of Solids and Structures, Vol.46, Issue 2, pp.254-270, 2009

    14.K. L. Lee, C. Y. Hung and W. F. Pan, “CCD digital camera system for measuring curvature and ovalization of each cross-section of circular tube under cyclic bending,"Journal of the Chinese Institute of Engineers, Vol.34, Issue 1, pp.75-86, 2011

    15.M. M. Shokrieh and D. Rezaei, “Analysis and optimization of a composite leaf spring,” Composite Structures, Vol. 60, pp. 317-325, 2003

    16.R. Mahdavinejad, “Finite element analysis of machine and workpiece instability in turning,” International Journal of Machine Tools and Manufacture, Vol. 45, pp.753-760, 2005

    17.Z. F. Wen, X. S. Jin and W. H. Zhang, “Contact-impact stress analysis of rail joint region using the dynamic finite element method,” Wear, Vol. 258, pp.1301-1309, 2005

    18.M. X. Zhou, Q. A. Huang and Ming Qin, “Modeling, design and fabrication of a triple-layered capacitive pressure sensor,” Sensors and Actuators A:Physical, Vol.117, pp.71-81, 2005

    19.L. Fu, G. Q. Tao, Y. N. Huang and Z. Wu, “Finite Element Analysis and Experimental Investigation of Carbon Fiber Composite Circular Tube,"Advanced Materials Research, Vol.194-196, pp.1776-1780, 2011
    20.林俊宏, ”有限元素ANSYS分析圓管在循環彎曲負載下之力學行為,” 國立成功大學工程科學研究所碩士論文, 2006

    21.解智翔, ”有限元素ANSYS分析尖銳凹槽薄壁管在循環彎曲負載下之力學行為,” 國立成功大學工程科學研究所碩士論文, 2008

    22.林煒凱, ”有限元素ANSYS分析橢圓形凹槽薄壁管在循環彎曲負載下之力學行為,” 國立成功大學工程科學研究所碩士論文, 2008

    23.趙國鈞, ”有限元素ANSYS分析圓管在有外壓或無外壓循環彎曲負載下之力學行為,” 國立成功大學工程科學研究所碩士論文, 2009
    24.葉弘文”有限元素分析尖銳凹槽SUS304不鏽鋼圓管在循環彎曲負載下之力學行為,” 國立成功大學工程科學研究所碩士論文, 2012

    25.李輝煌, ”ANSYS工程分析-基礎與觀念,”高立圖書有限公司, 2005

    26.Huei-Huang Lee, “Finite Element Simulations with ANSYS Worckbench 12,"GOTOP INFORMATION INC.., Taiwan, 2010.

    27.S.Yadav and D.R.ChiChili “The mechanical response of a 6061-T6 Al/Al_2 O_3 metrix composite at high rates of deformation” Vol 43, No.12, pp. 4453 - 4464, 1995, Elsevier Science Ltd

    28.林柏諺, ”尖銳凹槽6061-T6鋁合金圓管在循環彎曲負載下皺取損壞之研究” 國立成功大學工程科學研究所碩士論文, 2013

    下載圖示 校內:2018-07-22公開
    校外:2018-07-22公開
    QR CODE