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研究生: 牧傳翔
MU, CHUAN-SIANG
論文名稱: 不同外邊長 SUS304 不鏽鋼方形管在循環彎曲負載下行為之實驗研究
Experimental Study on the Behavior of SUS304 Stainless Steel Square Tubes with Different Outer Side Lengths 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: 2025
畢業學年度: 113
語文別: 中文
論文頁數: 79
中文關鍵詞: SUS304不鏽鋼方形管不同外邊長循環彎曲控制曲率外邊長變化率循環至損壞圈數
外文關鍵詞: Different Outer Side Lengths, SUS304 Stainless Steel Square Tubes, Cyclic Bending, Moment, Curvature, Outer Side Lengths Variation rate, Number of Cycles Needed to Failure
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  • 本研究主要針對不同尺寸的SUS304不鏽鋼方形管在各種循環彎曲負載下行為進行實驗研究,其中方形管有四種外邊長的截面,分別為:20、30、40和50 mm,方形管主要受六種對稱控制曲率分別有:±0.5、±0.55、±0.6、±0.65、±0.7和±0.75 m-1。實驗係以彎管實驗機進行循環彎曲負載的測試,實驗結果包含在循環彎曲負載下的彎矩-曲率及外邊長變化率-曲率的關係來呈現力學行為,並以控制曲率-循環至損壞圈數的關係來呈現失效損壞。
    實驗結果顯示,彎矩-曲率關係呈現出迴圈的型態,外邊長較小時,較快速達到穩定迴圈,外邊長較大時,迴圈會先循環軟化後才呈現穩定。外邊長變化率-曲率關係呈現出對稱、棘齒與隨時間增加的趨勢,外邊長越大時,外邊長變化就越快。至於控制曲率-循環至損壞圈數關係呈現,在相同的控制曲率下,外邊長較大時,循環至損壞的圈數就越少。若將控制曲率-循環至損壞圈數的關係繪製於雙對數坐標下,則四種不同的外邊長對應出四條直線。最後,本研究針對控制曲率-循環至損壞圈數關係進行理論分析,在與實驗結果比較後,顯示實驗結果與理論分析有一致性。

    This research experimentally investigated the mechanical behavior and failure characteristics of SUS304 stainless steel square tubes with varying outer side lengths subjected to cyclic symmetric bending under different curvature levels. The tube side lengths examined were 20 mm, 30 mm, 40 mm, and 50 mm, while the applied symmetric curvatures were ±0.35, ±0.4, ±0.45, ±0.5, ±0.55, and ±0.6 m⁻¹. A comprehensive test setup, including a pipe bending test machine, a hydraulic servo control system, an ovalization measurement device, and a computer monitoring system, to measure and analyze the moment-curvature, variation rate of outer side length (variation rate of outer side length/original outer side length)-curvature, and control curvature-number of cycles required to initiate to failure relationships under cyclic bending loads.
    The experimental results showed that the moment-curvature relationship exhibited a loop pattern. When the outer side length was smaller, a stable loop was reached more quickly; when the outer side length was larger, the loop stabilized after undergoing cyclic softening. The outer side length variation rate–curvature relationship displayed a symmetric, ratcheting, and progressively increasing trend, where larger outer side lengths led to faster changes in side length. Regarding the control curvature–number of cycles to failure relationship, under the same control curvature, specimens with larger outer side lengths failed in fewer cycles. When this relationship was plotted on a double logarithmic scale, the four different outer side lengths corresponded to four distinct straight lines. Finally, a theoretical analysis of the control curvature–number of cycles to failure relationship was conducted, and comparison with the experimental results showed good consistency between theory and experiment.

    摘要I 英文延伸摘要II 誌謝XIII 目錄XV 表目錄XVII 圖目錄XVIII 符號說明XXI 第一章 緒論1 1-1 研究動機1 1-2 文獻回顧2 1-3 研究目的11 第二章 實驗設備12 2-1 彎管機12 2-2 油壓伺服動力系統18 2-3 電腦控制與監控系統25 2-4 檢測裝置27 第三章 實驗方法與理論30 3-1 實驗材料與規格30 3-2 實驗原理32 3-3 實驗操作步驟與安全措施34 3-4 實驗數據整理35 第四章 實驗結果與理論分析39 4-1 方形管破壞三階段39 4-2 彎矩(M)-曲率(κ)關係42 4-3 外邊長變化率(∆l/lo)-曲率(κ)之關係45 4-4 控制曲率(κc/κo)-循環至損壞圈數(Nf)之關係47 4-5 理論分析49 第五章 結論52 參考文獻54

    1.L. G. Brazier, “On the flexure of thin cylindrical shells and other thin sections”, Proceedings of the Royal Society, Series A, Vol. 116, No. 773, pp. 104-114 (1927).
    2.R. M. Korol, “Critical buckling strains of round tubes in flexure”, International Journal of Mechanics and Science, Vol. 21, No. 12, pp. 719-730 (1979).
    3.P. K. Shaw and S. Kyriakides, “Inelastic analysis of thin-walled tubes under cyclic bending”, International Journal of Solids and Structures, Vol. 21, No. 11, pp. 1073-1100 (1985).
    4.S. Kyriakides and P. K. Shaw, “Inelastic buckling of tubes under cyclic loads”, Journal of Pressure Vessel Technology, Vol. 109, No. 2, pp. 169-178 (1987).
    5.E. Corona and S. Kyriakides, “On the collapse of inelastic tubes under combined bending and pressure”, International Journal of Solids and Structures, Vol. 24, No. 5, pp. 505-535 (1988).
    6.E. Corona and S. Kyriakides, “An experimental investigation of the degradation and buckling of circular tubes under cyclic bending and external pressure”, Thin-Walled Structures, Vol. 12, No. 3, pp. 229-263 (1991).
    7.W. F. Pan, T. R. Wang and C. M. Hsu, “A curvature-ovalization measurement apparatus for circular tubes under cyclic bending”, Experimental Mechanics, Vol. 38, No. 2, pp. 99-102 (1998).
    8.W. F. Pan and Y. S. Her, “Viscoplastic collapse of thin-walled tubes under cyclic bending”, ASME Journal of Engineering Materials and Technology, Vol. 120, No. 4, pp. 287-290 (1998).
    9.K. L. Lee, W. F. Pan and J. N. Kuo, “The influence of the diameter-to-thickness ratio on the stability of circular tubes under cyclic bending”, International Journal of Solids and Structures, Vol. 38, No. 14, pp. 2401-2413 (2001).
    10.W. F. Pan and K. L. Lee, “The effect of mean curvature on the response and collapse of thin-walled tubes under cyclic bending”, JSME International Journal, Series A, Vol. 45, No. 2, pp. 309-318 (2002).
    11.K. H. Chang and W. F. Pan, “Buckling life estimation of circular tubes under cyclic bending”, International Journal of Solids and Structures, Vol. 46, No. 2, pp. 254-270 (2009).
    12.K. L. Lee, C. Y. Hung, H. Y. Chang and W. F. Pan, “Buckling life estimation of circular tubes of different materials under cyclic bending”, Journal of Chinese Institute Engineers, Vol. 33, No. 2, pp. 177-189 (2010).
    13.K. L. Lee, C. Y. Hung and W. F. Pan, Variation of ovalization for sharp-notched circular tubes under cyclic bending, Journal of Mechanics, Vol. 26, No. 3, pp. 403- 411 (2010).
    14.K. L. Lee, C. M. Hsu and W. F. Pan, “The influence of diameter-to-thickness ratios on the response and collapse of sharp-notched circular tubes under cyclic bending”, Journal of Mechanics, Vol. 28, No. 3, pp. 461-468 (2012).
    15.K. L. Lee, C. C. Chung and W. F. Pan, “Growing and critical ovalization for sharp-notched 6061-T6 aluminum alloy tubes under cyclic bending”, Journal of Chinese Institute of Engineers, Vol. 39, No. 8, pp. 926-935 (2016).
    16.K. L. Lee, K. H. Chang and W. F. Pan, “Effect of notch depth and direction on stability of local sharp-notched circular tubes subjected to cyclic bending”, International Journal of Structural Stability and Dynamics, Vol. 18, No. 7, 1850090 [23 pages] (2018).
    17.K. L. Lee, M. L. Weng and W. F. Pan, “On the failure of round-hole tubes under cyclic bending”, Journal of Chinese Society of Mechanical Engineering, Vol. 40, No. 6, pp. 663-673 (2019).
    18.K. L. Lee, Y. C. Tsai and W. F. Pan, “Mean curvature effect on the response and failure of round-hole tubes submitted to cyclic bending”, Advances in Mechanical Engineering, Vol. 13, No. 11, pp. 1-14 (2021).
    19.M. C. Yu and W. F. Pan, “Failure of elliptical tubes with different long-short axis ratios under cyclic bending in different directions”, Metals, Vol. 13, No. 11, 1891, (2023).
    20.W. F. Pan and Y. A. Chen, “Response and fracture of EMT carbon steel round-hole tubes with different hole orientations and different hole diameters under cyclic bending”, Applied Sciences, Vol. 14, No. 13, 5475 (2024).

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