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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 機械工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/42748
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor鄭榮和
dc.contributor.authorRey-Yie Fongen
dc.contributor.author馮瑞裕zh_TW
dc.date.accessioned2021-06-15T01:21:50Z-
dc.date.available2010-07-27
dc.date.copyright2009-07-27
dc.date.issued2009
dc.date.submitted2009-07-24
dc.identifier.citation[1] 張智凱, “系統化複材三明治車體結構設計及最佳化方法,” 台灣大學機械工程學研究所博士論文, 2007.
[2] D. Zenkert, 'The Handbook of Sandwich Construction,' EMAS, Cradley Heath, UK, 1997.
[3] ESA, 'Insert Design Handbook,' European Space Agency, 1987.
[4] O. T. Thomsen, Analysis of local bending effects in sandwich plates with orthotropic face layers subjected to localized loads, Composite Structures, 25: 511-520, 1993.
[5] O. T. Thomsen, “Theoretical and experimental investigation of local bending effects in sandwich plates,” Composite Structures, 30: 85-101, 1995.
[6] O.T. Thomsen, “Ply drop-off effects in CFRP/honeycomb sandwich panels theory,” Composites Science and Technology, 56:407-422, 1996.
[7] O. T. Thomsen and W. Rits, “Analysis and design of sandwich plates with inserts-a high-order sandwich theory approach,” Compos. Part B., 29: 795-807, 1998.
[8] E. Bozhevolnaya, “Local effects across core junctions in sandwich panels,” Compos. Part B., 34: 509-517, 2003.
[9] E. Bozhevolnaya, “Local effects in the vicinity of inserts in sandwich panels,” Compos. Part B., 35: 619-627, 2004.
[10] J. N. Reddy and C. M. Wang, “Relationship between classical and shear deformable theories of axisymmetric circular plates,” AIAA j., 35(12): 1862-1868, 1997.
[11] P. Bunyawanichakul and B. Castanie, “Experimental and Numerical Analysis of Inserts in Sandwich Structures,” Applied Composite Materials, 12: 177–191, 2005.
[12] Steven Ribeiro-Ayeh, “On The Strength of Bi-Material Interfaces,” Department of Aeronautics Division of Lightweight Structures, 2002.
[13] G. Kress and P. Naeff, “The onsert:A new joining technology for sandwich structures,” Composite Structures, 73: 196–207, 2006.
[14] ASTM C297, “Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions,” Annual Book for ASTM Standards, 2004.
[15] Loctite, “Worldwide Design Handbook,” 2nd Edition, A Henkel Company, Loctite North American, 1995.
[16] WH115A/B, “華立企業股份有限公司, 產品型錄,” Wah Lee Industrial Corp.
[17] AV138/HV998, “弘鉞企業有限公司, 產品型錄,” Huntsman Corp.
[18] ASTM C297, “Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions,” Annual Book for ASTM Standards, 2004.
[19] ASTM D3165, “Strength properties of adhesive in shear by tension loading of single-lap-joint laminated assemblies,” Annual Book for ASTM Standards, 2004.
[20] ASTM D4896-01, “Use of adhesive bonded single lap joint specimen test results,” Annual Book for ASTM Standards, 2004.
[21] ASTM D3983-98, “Measuring strength and shear module of non-rigid adhesives by thick-adherent tensile-lap specimen,” Annual Book for ASTM Standards, 2004.
[22] ASTM D1781-98, “Standard Test Method for Climbing Drum Peel for Adhesives,” Annual Book for ASTM Standards, 2004.
[23] Superlite®, Baltek Co., Northvale, NJ, USA.
[24] L. J. Gibson and M. F. Ashby, “Cellular Solids Structures and Properties,” Cambridge University Press, Cambridge, UK, 1997.
[25] Divinycell®, “H grade,” DIAB Co., Laholm, Sweden.
[26] LAST-A-FOAM®, “TR & FR series,” General Plastics Manufacturing Co., Washington, USA.
[27] T. Bitzer, “Honeycomb Technology, Materials, Design, Manufacturing, Applications and Testing ,” Champan & Hall, UK, 1997.
[28] Nomex®, E.I. DuPont de Nemours, Wilmington, Delaware, USA.
[29] HRH-10®, Hexcel Corporation, Pleasanton, California, USA.
[30] Scotch-WeldTM, “AF-163-2K Structural Adhesive Film,” 3M Co., MN, USA.
[31] R. Okada and M. T. Kortschot, “The Role of the Resin Fillet in the Delamination of Honeycomb Sandwich Structures,” Composites Science and Technology, Vol. 62, No. 14, pp. 1811-1819, 2002.
[32] 林逸祥, “燃料電池混合動力車複合材料車體結構設計方法之研究,” 台灣大學機械工程學研究所碩士論文, 2006.
[33] 林晏暉, “太陽能車懸吊系統設計分析,” 台灣大學機械工程學研究所碩士論文, 2005.
[34] 振芫舜, “燃料電池複合動力機車懸吊設計與減震分析,” 台灣大學機械工程學研究所碩士論文, 2009.
[35] The Abaqus Python development environment, Abaqus Scripting User’s Manual, Dassault Simulia.
[36] HexWebTM Honeycomb Attributes and Properties, “A comprehensive guide to standard Haxcel honeycomb materials, configurations, and mechanical properties,” Hexcel Corporation, Pleasanton, California, USA.
[37] ASTM C365, “Standard Test Method for Flatwise Compressive Properties of Sandwich Cores,” Annual Book for ASTM Standards, 2008.
[38] ASTM D7366, “Standard Test Method for Static Energy Absorption Properties of Honeycomb Sandwich Core Materials,” Annual Book for ASTM Standards, 2008.
[39] 6.2.3 Eigenvalue buckling prediction, Abaqus Analysis User’s Manual, Dassault Simulia.
[40] 6.2.4 Unstable collapse and postbuckling analysis, Abaqus Analysis User’s Manual, Dassault Simulia.
[41] D. S. Dugdale, “Yielding steel sheets containing slits,” J. Mech. Phys. Solid., 8:100-104, 1960.
[42] G. Barenblatt, “The mathematical theory of equilibrium crack in the brittle fracture,” Adv. Appl.Mech., 7: 55–125, 1962.
[43] Y. Leroy, A. Nacar, A. Needleman, M. Ortiz, “A Finite Element Method for Localization Analysis,” Advances in Inelastic Analysis, ASME AMD 88, 97-106, 1987.
[44] Simulia Abaqus, http://www.simulia.com/
[45] Kolibri, http://www.tudelft.nl/
[46] Similayt,世盟科技故份有限公司, http://www.simutech.com.tw/
[47] 胡斯遠, “新型流道式風力發電機組織研發設計,” 台灣大學機械工程學研究所博士論文, 2005.
[48] Altair HyperWork, http://www.altairhyperworks.com/
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/42748-
dc.description.abstract套筒為複材三明治結構中常見的金屬嵌入件,用於傳遞接點處的集中力於結構中,避免局部受力過大發生破壞及過大的變形。車輛懸吊接點處的受力,因懸吊型式、幾何、車重等因素對套筒強度有不同負載大小需求。於傳統的設計方法中,多假設套筒及三明治板間完美接合,然而,實驗顯示,其第一破壞模式多為膠合介面剝離,即套筒之負載強度由介面之膠合強度所主導,而不是傳統三明治結構中常見的表材拉斷、心材剪切破壞等,常造成強度的高估。
本研究提出一界定膠合介面性質的方法,將此介面性質以有限元素的膠合元素做模擬,應用於套筒負載強度的預測,改良傳統需完全依靠實驗求得負載強度的設計方法。
在膠合介面性質的界定上,以平板拉伸(flatwise tensile)、單面搭接剪切(single lap shear)的基礎實驗求取其強度、剛性、破壞能等性質,再以同時含有正向力、剪切力效應的剝離試驗(climbing drum peel)進行有限元素模型及材料常數的驗證。
於套筒設計中以有限元素預測各破壞模式下的負載強度,提出三種套筒的設計及材料配置方式,可有效提高負載強度及比負載強度,適用於不同的負載及製程需求,其方法為提高套筒下三明治板剛性以延緩第一破壞模式膠合介面剝離,經由實驗證實,適當的設計,可同時擁有高負載強度及高比強度的特性,達到有效強化及輕量化的目標。
zh_TW
dc.description.abstractInsert is usually used as a local reinforcement in composite sandwich structure to transfer concentrated load to structure and avoid failure and excess local deformation. Insert load capacity requirement for vehicle suspension connection point depends on suspension type, geometry and vehicle weight. In traditional design method, the interface between insert and sandwich are always under perfectly connected assumption. However, experiments show that the first failure mode is mostly interface peel not face fracture or core shear in traditional sandwich causing load capacity overestimated. In other words, insert load capacity is dominated by interface adhesive strength.
In this research, an interface behavior characterizing method is proposed and simulated by finite element cohesive element that is applied to predict insert load capacity and improved the traditional method that wholly depends on experiments.
The method of characterizing interface behavior depends on two fundamental experiments, flatwise tensile and single lap shear test, to obtain strength, stiffness and fracture toughness behavior. FEA model is verified by comparing the result with climbing drum peel rest which contains normal and shear force simultaneously on the interface.
The load capacity under different failure modes are recorded and predicted by FEA. Three designs and material configurations in revolution successful increased the load and specific load capacity, adapting for different load and manufacturing process requirements. The method was based on increasing sandwich stiffness to prevent interface peel and proofed by experiments; also an adaptive insert design can both have the characteristics with high load and high specific load capacity to reach the target in effective reinforcement and light weight.
en
dc.description.provenanceMade available in DSpace on 2021-06-15T01:21:50Z (GMT). No. of bitstreams: 1
ntu-98-R96522533-1.pdf: 18915339 bytes, checksum: a29405b2b6fb41f0bc097db998ff569c (MD5)
Previous issue date: 2009
en
dc.description.tableofcontents致謝 I
中文摘要 II
Abstract III
目錄 V
圖目錄 VIII
表目錄 XIII
符號說明 XIV
第一章 緒論 1
1.1 前言 1
1.2 研究動機與目的 2
1.3 研究內容與方法 4
1.4 使用軟體簡介 6
1.5 論文內容架構 7
第二章 文獻回顧 9
2.1 複合材料簡介 9
2.2 套筒設計 12
2.2.1 套筒形式介紹 12
2.2.2 含套筒之三明治結構應力分析 14
2.2.3 含套筒之三明治結構負載強度 16
第三章 膠合介面性質界定 18
3.1 膠的介紹 19
3.1.1 膠合介面性質與膠合元素 20
3.2 膠合介面性質界定 23
3.2.1 實驗目的與架構 23
3.2.2 平板正向拉伸實驗 (flatwise tensile test) 25
3.2.3 單面搭接剪切實驗 (single lap shear test) 27
3.2.4 剝離實驗 (climbing drum peel test) 30
3.3 實驗與分析結果 33
3.3.2 Flatwise tensile 33
3.3.3 Single lap shear 36
3.4 模型驗證 39
3.4.1 Climbing drum peel 39
第四章 含套筒之三明治結構設計 42
4.1 材料介紹 43
4.2 心材材料常數估算 49
4.3 含套筒之三明治結構設計 53
第五章 套筒設計 57
5.1 套筒設計流程 59
5.2 套筒初步設計 63
5.2.1 套筒凸緣大小對負載強度之影響 63
5.2.2 套筒幾何對負載強度的影響 73
5.2.3 心材全強化型套筒 78
5.2.4 心材全強化型套筒實驗 81
5.2.5 心材應力分佈探討 87
5.3 套筒局部強化設計 94
5.3.1 心材局部強化型套筒 94
5.3.2 表材及心材皆局部強化型套筒 98
5.4 結論 101
5.5 討論 103
第六章 結論與未來方向 104
6.1 研究成果 104
6.2 未來方向 105
附錄 108
參考文獻 128
dc.language.isozh-TW
dc.title三明治結構套筒之設計與破壞預測zh_TW
dc.titleDesign and failure prediction of insert for composite sandwich structuresen
dc.typeThesis
dc.date.schoolyear97-2
dc.description.degree碩士
dc.contributor.oralexamcommittee吳文方,單秋成
dc.subject.keyword複材三明治結構,套筒,負載強度,比負載強度,膠合元素,膠合介面性質,zh_TW
dc.subject.keywordcomposite sandwich structure,insert,load capacity,specific load capacity,cohesive element,interface behavior,en
dc.relation.page131
dc.rights.note有償授權
dc.date.accepted2009-07-24
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept機械工程學研究所zh_TW
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