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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 應用力學研究所
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/62399
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor吳光鐘
dc.contributor.authorPo-Jung Huangen
dc.contributor.author黃柏融zh_TW
dc.date.accessioned2021-06-16T13:46:07Z-
dc.date.available2014-07-18
dc.date.copyright2013-07-18
dc.date.issued2013
dc.date.submitted2013-07-08
dc.identifier.citation[1] Gustav, K.,. 'Die theorie der elastizitat und die bedurfnisse der
festigkeitslehre', Springer, 1898.
[2] Muskhelishvili, N. I., 'Some basic problems of the mathematical theory of
elasticity ', transl. by J. R. M. Radok, Noordhoff, Groningen, 1953.
[3] Ling, C. B.,' On the stresses in a plate containing two circular holes' ,
J. Appl. Phys., 19, 1947.
[4] Horii, H. and Nemat, N. S., 'elastic fields of interacting inhomogeneities'
,Int. J. Solids Struct., 21, 731-745, 1985.
[5] Hwu, C. B. and Yen W. J. ,'Green's functions of two-dimensional
anisotropic plates containing an elliptic holes ', Int. J. Solids Struct.,
27, 1705-1719, 1991.
[6] Wu, K. C., 'A new boundary integral equation formulation for linear
elastic solids', ASME J. Appl. Mech., 59, 344-348. 1992.
[7] Pilkey, W. D, and Pilkey, D. F.,' Peterson's stress concentration factor
',John Wiley & Sons, Inc., New Jersey, 1997.
[8] Ting, T.C.T.' Generalized stroh formalism for anisotropic elasticity for general
boundary conditions ', Acta Mechanica Sinica, 8, 193-207. 1992.
[9] Chen, K.T., Ting K. and Yang W.S., ' Analysis of stress concentration due to
irregular ligaments in an infinite domain containing a row of circular holes
', Mech. Struct. & Mach., 28, 65-84, 2000.
[10] Cruise, T.A.,' Two-dimensional BIE fracture mechanics analysis ', Appl. Math.
Modeling, 2, 287-293, 1978.
[11] Hwu, C. and Ting, T.C.T.,' Two-dimensional problems of the anisotropic elastic
solid with an elliptic Inclusion ', Q. J. Mech. Appl. Math., 42, 553-572, 1989.
[12] Kamel, M. and Liaw, B.M.,' Green’s function due to concentrated moments
applied in an anisotropic plane with an elliptic hole or crack ', Mech. Res.
Communs, 16(6), 311-319, 1989.
[13] Kamel, M. and Liaw, B.M.,' Analysis of a loaded elliptical hole or crack in an
anisotropic plane', Mech. Res. Communs, 16(6), 379-383, 1989
[14] Savin, G.N., Kosmodamianskii, A.S., 'Stress concentration around holes
', New York, Pergamon Press, 1961.
[15] Wu, K.C.,' Representation of the stress intensity factors by path-independent
integrals ', ASME J. Appl. Mech., 56, 780-785, 1989.
[16] Sutton, M.A ., Liu, C.H., Dickerson, J.R. and Mcneill, S.R.,' The
two-dimensional boundary integral equation method in elasticity with
consistent boundary formulation,', Engineering Analysis, 3(2), 79-84, 1986.
[17] Durelli, A.J., Parks, V.J., and Feng, H.C.,' Stress around an elliptical hole in a
finite plate subjected to axial loading ', ASME J. Appl. Mech.33(1),
192-195, 1966.
[18] Seng, C .T.,' Finite-width correction factors for anisotropic plate containing a
central opening ', J. Compos. Mater., 22, 1080-1097, 1988.
[19] Konish, H. J. and Whitney, J. M.,' Approximate stresses in an
orthotropic plate containing a circular hole ', J. Compos. Mater.
9, 157-166, 1975.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/62399-
dc.description.abstract本文利用柯西積分方程式結合異向性彈性力學所得到的雙積分方程式,分析了五種正交性材料板內或邊界上不同類型橢圓孔洞的最大應力值。分析前先以含單一孔洞之無限板中受均勻張力的解析解確認本文數值分析方法的準確性。並將五種孔洞類型與文獻有關等向性材料數值解與本文數值解的比較以進一步驗證方法的正確性。本文另考慮以立方晶體矽為例,探討當橢圓孔洞短軸除以長軸比例越小以及兩個或兩個以上的孔洞之間彼此間距越小時均有最大應力值增加的情形,且最大應力值均較等向性材料略小。最後探討當由彈性常數所組成的材料常數A值越小時最大應力值越大;而最大應力值並不隨著材料常數B的改變而有明顯變化。本文建立一套輸入材料常數、孔洞大小、與間距即可求得最大應力值的方法。zh_TW
dc.description.abstractWith dual boundary integral equation, combined from Cauchy's formalism and anisotropic elastic mechanics, this thesis is aimed to analyze the maximum stress concentration on the inner plate or boundary by five different types of elliptic holes in an orthotropic plate. First, the analytic solution of the infinite plate with single elliptic hole under uniform tensile stress is used to confirm the accuracy of the numerical method. Second, five different types of elliptic holes are compared with literature numerical solution for isotropic material to further confirm the accuracy of the method. And then, this thesis takes Silicon, a cubic materials, for example, when the ratio of minor axes to major axes and the distance between two or more than two elliptic holes are smaller, the maximum stress value will be larger, and it would be slightly smaller than that for isotropic material. Last, when the material constant A formed by elastic constant is smaller, the maximum stress value would be larger, but the value would not change obviously with material constant B. This thesis constructs a method for computing the maximum stress concentration value by inputting the elastic constant, the size of holes, and distance between each holes.en
dc.description.provenanceMade available in DSpace on 2021-06-16T13:46:07Z (GMT). No. of bitstreams: 1
ntu-102-R00543045-1.pdf: 1040647 bytes, checksum: 593babc8d6d5a8b948462317d4875d93 (MD5)
Previous issue date: 2013
en
dc.description.tableofcontents目錄
摘要 .................................................................... I
目錄 .................................................................... III
圖目錄 .................................................................... IV
表目錄 .................................................................... VII
第一章 導論 ............................................................ 1
1.1 應力集中簡介 ..................................... 1
1.2 文獻回顧與目的 ..................................... 1
1.3 本文大綱 ..................................... 2
第二章 解析解.......................................................... 3
2.1.二維彈性力學基本方程式 ...................... 3
2.2 史磋法 ..................................................... 3
2.3 橢圓坐標系映射到單位圓坐標系 ......... 7
第三章 數值方法 .................................................... 13
3.1 廣義柯西公式 ......................................... 13
3.2 雙邊界積分方程式 ................................. 14
3.3 混合式邊界條件 ..................................... 16
第四章 數值結果與討論 ........................................... 22
4.1.無限域橢圓洞解析解與數值解比較 ...... 23
4.2.孔洞問題型態介紹 .................................. 28
4.3.孔洞型態驗證 .......................................... 34
4.4孔洞形狀對應力集中的影響 .................. 39
4.5.材料常數對應力集中的影響 .................. 46
第五章 未來展望 ..................................................... 60
參考文獻 ................................................................... 61
dc.language.isozh-TW
dc.subject正交性zh_TW
dc.subject材料常數A、Bzh_TW
dc.subject無限板zh_TW
dc.subject應力集中zh_TW
dc.subject孔洞zh_TW
dc.subject史磋法zh_TW
dc.subject線彈性zh_TW
dc.subjectelliptic holesen
dc.subjectmaterial constant A、Ben
dc.subjectlinear elasticen
dc.subjectinfinite plateen
dc.subjectstress concentrationen
dc.subjectorthotropicen
dc.subjectstroh formalismen
dc.title含孔洞正交性材料板應力集中之研究zh_TW
dc.titleA Study of stress concentration for
Orthotropic plates containing elliptic holes
en
dc.typeThesis
dc.date.schoolyear101-2
dc.description.degree碩士
dc.contributor.oralexamcommittee張正憲,胡潛濱,邱佑宗,陳世豪
dc.subject.keyword線彈性,史磋法,孔洞,正交性,應力集中,無限板,材料常數A、B,zh_TW
dc.subject.keywordlinear elastic,stroh formalism,elliptic holes,orthotropic,stress concentration,infinite plate,material constant A、B,en
dc.relation.page61
dc.rights.note有償授權
dc.date.accepted2013-07-08
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept應用力學研究所zh_TW
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