請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80346完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 韋文誠(Wen-Cheng Wei) | |
| dc.contributor.author | Meng-Ji Wu | en |
| dc.contributor.author | 吳孟輯 | zh_TW |
| dc.date.accessioned | 2022-11-24T03:04:53Z | - |
| dc.date.available | 2022-06-20 | |
| dc.date.available | 2022-11-24T03:04:53Z | - |
| dc.date.copyright | 2021-08-06 | |
| dc.date.issued | 2021 | |
| dc.date.submitted | 2021-06-21 | |
| dc.identifier.citation | [1] 韋文誠，「固態燃料電池技術」，上海交通大學出版社，2014。 [2] 袁好杰，「耐火材料基礎知識」，文光圖書有限公司，2016。 [3] 李廷恩，'應用賽局理論於含有廢棄玻璃之中溫型鑄造耐火材料發展.'，國立台灣大學材料科學與工程學研究所碩士論文，2019。 [4]鍾清章，「田口式品質工程導論」，中華民國品質學會，2009。 [5] A. Joshaghani, A. A. Ramezanianpour, O. Ataei, A. Golroo, “Optimizing pervious concrete pavement mixture design by using the Taguchi method”, Constr. Build. Mater., 101 (2015), pp. 317-325. [6] E. Sharifi, S. J. Sadjadi, M.R.M. Aliha, A. Moniri, “Optimization of high-strength self-consolidating concrete mix design using an improved Taguchi optimization method”, Constr. Build. Mater., 236 (2020), Article: 117547. [7] E. Ozbay, A. Oztas, A. Baykasoglu, H. Ozbebek, “Investigating mix proportions of high strength self-compacting concrete by using Taguchi method”, Constr. Build. Mater., 23 (2009), pp. 694-702. [8] U. Mohd, G. Pandulu , R. Jayaseelan, “Strength evaluation of eco-friendly concrete using Taguchi method”, Mater. Today, 22(2020), pp. 937-947. [9] J. S. Reed, Principles of Ceramics Processing 2nd ed., New York (US), John Wiley Sons, Inc., 1995. [10] M. Mooney, “The viscosity of a concentrated suspension of spherical particles”, J. Colloid Sci., 6 (1951), pp. 162-170. [11] D. B. Braun, M. R. Rosen, “Rheology Modifiers Handbook: Practical Use and Application”, New York (US), William Andrew, 1999. [12] H.A. Barnes, 'A handbook of elementary rheology', Wales (UK), Institute of non-Newtonian Fluid Mechanics, 2000. [13] Y. M. Chiang, S. Birnie III and W. D. Kingery, Physical Ceramics, Principles for Ceramic Science and Engineering, Singapore, John Wiley Sons, Inc., 1997. [14] P. Kumar Mehta, Paulo J. M. Monteiro, Concrete: Microstructure, Properties, and Materials 3rd ed., New York (US), McGraw-Hill Education, 2006. [15] R. K. McGeary, “Mechanical Packing of Spherical Particles”, J. Am. Ceram. Soc.,44(1961), pp. 513-522. [16] C. O. Nwankwo, G. O. Bamigboye, I. E. E. Davies, T. A. Michaels, “High volume Portland cement replacement: A review”, Constr. Build. Mater., 260 (2020), Article: 120445. [17] T. Hemalatha, M. Mapa, N. George, S. Sasmal, “Physico-chemical and mechanical characterization of high volume fly ash incorporated and engineered cement system towards developing greener cement”, J. Clean. Prod., 125 (2016), pp. 268-281. [18] A.M. Rashad, “A brief on high-volume Class F fly ash as cement replacement – A guide for Civil Engineer”, Int. J. Sustain. Built Environ., 4 (2015), pp. 278-306. [19] J. Dai, Q. Wang, C. Xie, Y. Xue, Y. Duan, X. Cui, “The Effect of Fineness on the Hydration Activity Index of Ground Granulated Blast Furnace Slag”, Materials (Basel), 12 (2019), pp. 1-15. [20] A. Shayan, A. Xu, “Value-added utilization of waste glass in concrete”, Cem. Concr. Res.,34 (2004), pp. 81-89. [21] F. Rajabipour, H. Maraghechi, G. Fischer, “Investigating the Alkali-Silica Reaction of Recycled Glass Aggregates in Concrete Materials”, J. Mater. Civ. Eng., 22 (2010), pp. 1201-1208. [22] H. Elaqra, R. Rustom, “Effect of using glass powder as cement replacement on rheological and mechanical properties of cement paste”, Constr. Build. Mater., 179 (2018), pp. 326-335. [23] Jitendra B, A.C. Saoji, “Experimental Investigation of Waste Glass Powder as Partial Replacement of Cement in Concrete Production”, Bardoli (India): Int. Conf. Adv. Eng. Technol., 2014. [24] M. Kamali, A. Ghahremaninezhad, “Effect of glass powders on the mechanical and durability properties of cementitious materials”, Constr. Build. Mater., 98 (2015), pp. 407-416. [25] A.S. El-Dieb, D.M. Kanaan, “Ceramic waste powder an alternative cement replacement – Characterization and evaluation”, Sustain. Mater. Technol.,17 (2018), Article: e00063. [26] B. Alsubari, P. Shafigh, Z. Ibrahim, M.Z. Jumaat, “Heat-treated palm oil fuel ash as an effective supplementary cementitious material originating from agriculture waste”, Constr. Build. Mater.,167 (2018), pp. 44-54. [27] A. Mohajerani, J. Vajna, T. H. H. Cheung, H. Kurmus, A. Arulrajah, S. Horpibulsuk, “Practical recycling applications of crushed waste glass in construction materials: A review”, Constr. Build. Mater.,156 (2017), pp. 443-467. [28] Container Recycling Institute, Glass Containers., 2012. [29] C.H. Chen, J.K. Wu, C.C. Yang, “Waste E-glass particles used in cementitious mixtures”, Cem. Concr. Res., 36 (2006), pp. 449-456. [30] M. Batayneh, I. Marie, I. Asi, “Use of selected waste materials in concrete mixes”, Waste Manage.,27 (2007), pp. 1870-1876. [31] E.E. Ali, S.H. Al-Tersawy, “Recycled glass as a partial replacement for fine aggregate in self compacting concrete”, Constr. Build. Mater.,35 (2012), pp. 785-791. [32] M.C. Limbachiya, “Bulk engineering and durability properties of washed glass sand concrete”, Constr. Build. Mater.,23 (2009), pp. 1078-1083. [33] M. Adaway, Y. Wang, “Recycled glass as a partial replacement for fine aggregate in structural concrete – Effects on compressive strength”, Electron. J. Struct. Eng.,14 (2015), pp. 116-122. [34] M.I. Malik, A. Manzoor, B. Ahmad, S. Asima, R. Ali, M. Bashir, “Positive potential of partial replacement of fine aggregates by waste glass (<600 Micron) in concrete”, Int. J. Civil Eng. Technol., 5 (2014), pp. 146-153. [35] Z.Z. Ismail, E.A. Al-Hashmi, “Recycling of waste glass as a partial replacement for fine aggregate in concrete”, Waste Manage.,29 (2009), pp. 655-659. [36] B. Taha, G. Nounu, “Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement”, Constr. Build. Mater.,22 (2008), pp.713-720. [37] P. Turgut, E.S. Yahlizade, “Research into concrete blocks with waste glass”, Int. J. Environ. Sci. Eng., 3 (2009), pp. 186-192. [38] H. Du, K.H. Tan, “Effect of particle size on alkali–silica reaction in recycled glass mortars”, Constr. Build. Mater., 66 (2014), pp.275-285. [39] R. Idir, M. Cyr, A. Tagnit-Hamou, “Use of fine glass as ASR inhibitor in glass aggregate mortars”, Constr. Build. Mater., 24 (2010), pp. 1309-1312. [40] V. Corinaldesi, G. Gnappi, G. Moriconi, A. Montenero, “Reuse of ground waste glass as aggregate for mortars”, Waste Manage., 25 (2005), pp. 197-201. [41] H. Du, K.H. Tan, “Use of waste glass as sand in mortar: part II - Alkali-silica reaction and mitigation methods”, Cement Concr. Compos., 35 (2013), pp. 118-126. [42] M.C. Bignozzi, A. Saccani, L. Barbieri, I. Lancellotti, “Glass waste as supplementary cementing materials: the effects of glass chemical composition”, Cement Concr. Compos., 55 (2015), pp. 45-52. [43] T.D. Dyer, R.K. Dhir, “Chemical reactions of glass cullet used as cement component”, J. Mater. Civil Eng., 13 (2001), pp. 412-417. [44] Y. Shao, T. Lefort, S. Moras, D. Rodriguez, “Studies on concrete containing ground waste glass”, Cem. Concr. Res.,30 (2000), pp. 91-100. [45] Y. Shao, P. Leboux, “Feasibility of Using Ground Waste Glass as a Cementitious Material Recycling and Reuse of Glass Cullet”, Dundee (Scotland, UK), Thomas Telford, 2001. [46] H. Du, K. H. Tan, “Waste glass powder as cement replacement in concrete”, J. Adv. Concr. Technol.,12 (2014), pp. 468-477. [47] K. L. Lin, T. C. Lee, C. L. Hwang, “Effects of sintering temperature on the characteristics of solar panel waste glass in the production of ceramic tiles”, J. Mater. Cycles Waste Manag., 17 (2015), pp. 194-200. [48] E. Bernardo, L. Esposito, E. Rambaldi, A. Tucci, S. Hreglich, Recycle of Waste Glass into ‘‘Glass–Ceramic Stoneware’’, J. Am. Ceram. Soc., 91 (2008), pp. 2156-2162. [49] M. J. Terro, Properties of concrete made with recycled crushed glass at elevated temperatures, Build Environ., 41 (2006), pp. 633-639. [50] J. Wróblewska, R. Kowalsk, “Assessing concrete strength in fire-damaged structures”, Constr. Build. Mater., 254 (2020), Article: 119122. [51] W. D. Kingery, H. K. Bowen, D. R. Uhlmann, Introduction to Ceramics (2nd Edition), New York (US), John Wiley Sons, Inc., 1976. [52] E. B. Shand, “Engineering Glass”, J. Mod. Mater., 6 (1968), pp. 262. [53] 張智淵，'鋇-硼-矽-鋁-氧化物玻璃系統於水基刮刀成形的製程、分析與應用之研究.'，國立台灣大學材料科學與工程學研究所碩士論文，2008。 [54] 駱嬿雯，'輕質多孔陶瓷的低熱傳與輻射阻隔之研究.'，國立台灣大學材料科學與工程學研究所碩士論文，2008。 [55] R. Jansson and L. Boström, Fire spalling in concrete – The moisture effect, part II, Paris , Proceedings : Concrete Spalling due to Fire Exposure – 3rd International Workshop, 6 (2013), pp. 13-24 [56] I. Hager, “Behavior of cement concrete at high temperature”, Bull. Pol. Acad. Sci.-Tech. Sci., 61 (2013), pp. 145-154. [57] S. Chandra, L. Berntsson, Lightweight Aggregate Concrete, New York (US), William Andrew, 2002. [58] D. Guimarães, VA Oliveira VA Leão, “Kinetic and thermal decomposition of ettringite synthesized from Aqueous solutions', J. Therm. Anal. Calorim., 124 (2016), pp. 1679-1689. [59] E. S. Lukin, N. A. Makarov, I. V. Dodonova, S. V. Tarasova, E. A. Bad'ina N. A. Popova, “New Ceramic Materials Matrixd on Aluminum Oxide”, Refract. Ind. Ceram., 42 (2001), pp. 261-268. [60] M. A. Eydivand, M. S. Hashjin, S. S. Shafiei, S. Mohammadi, M. Hafezi, N. A. A. Osman, “Structure, Properties, and In Vitro Behavior of Heat-Treated Calcium Sulfate Scaffolds Fabricated by 3D Printing”, PLoS One, 11(2016), Article: 0151216. [61] 李廷恩，“賽局理論於含有廢棄玻璃之中溫型鑄造耐火材料發展”，國立台灣大學材料科學與工程學研究所碩士論文，2019。 [62] 李偉丞，“以2D列印法製作銅、鎳基導線及其溫度感測器之研究”，國立台灣大學材料科學與工程學研究所碩士論文，2021。 [63] S. E. Lin, Y. R. Cheng, W. C. J. Wei, Synthesis and long-term test of borosilicate-based sealing glass for solid oxide fuel cells, J. Eur. Ceram. Soc., 31 (2012), pp. 1957-1985. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80346 | - |
| dc.description.abstract | 本研究包括兩個階段，一是在改進前李廷恩之碩士論文(7/2019)[1]提出含廢玻璃之澆注型複材結構件配方(T2-2)之強度，此配方目標為應用於中溫(650-800℃)固態燃料電池之結構件。研究中，選用與T2-2相同之原料系統，包含棕色廢棄玻璃顆粒、廢棄之封裝玻璃(G11A5)粉末，廢棄之碳化矽磨料及波特蘭Ⅰ型水泥作為原料。本研究為尋找更佳的原料配比，優化結構件之抗折強度。先以田口法(Taguchi method)作為實驗規劃之方法，透過L9直交表，選取四種控制因素，每個因素具有三個水準值，以優化其抗折強度為目標，在完成L9表設計之實驗後，透過信噪比分析(S/N ratio)分析實驗數據，確認四種控制因素對抗折強度之影響程度，並找出能改進強度的水準值。經過田口法之優化後，經800℃/1h燒結後樣品之抗折強度為2.43 MPa (T2-2為0.54 MPa)，壓縮強度為3.22 MPa，雖有改善但不盡理想，觀察其微結構發現在800℃煅燒後有因燒結收縮的大裂縫而造成強度損失，在1000℃強度損失的原因則是多了粗顆粒玻璃，在高溫時會形成發泡(bubbling)結構。此外，若低熔點之G11A5玻璃含量過多會使樣品在1000℃熔化崩塌。為了改善前述缺點，在第二階段的優化實驗中，將澆注材分為骨材和漿料(細粉+水)兩部分討論，骨材選用廢棄之碳化矽磨料及有較高熔點之低鹼玻璃(GC)，透過顆粒堆積理論決定澆注材中骨材的比例，以期在和漿料混合後有最好的流動性及最高800℃燒結後之強度。透過漿料黏塑性測試及乾燥並煅燒後之微結構決定漿料的成分，然後將已確定成分之骨材及漿料以不同比例混合、成型、煅燒後進行強度測試。將含75vol%骨材-25 vol%細粉之配方命名為N75，以此類推N65和N55。這三配方之800℃煅燒後抗折強度都在7~9 MPa之間，1000℃煅燒後抗折強度都在11~13 MPa之間，相較原T2-2配方及經過田口法優化後之T2-2配方皆有大幅提升。N系列之配方的抗壓強度均高於10 MPa，已達SOFC結構件所需的工程強度。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2022-11-24T03:04:53Z (GMT). No. of bitstreams: 1 U0001-2006202104345300.pdf: 12826563 bytes, checksum: acfcb5a7e39ffb1aaa708c2e347d9786 (MD5) Previous issue date: 2021 | en |
| dc.description.tableofcontents | 口試委員審定書 I 致謝 II 摘要 III Abstract IV Contents VI List of Figures X List of Tables XVI Chapter 1 Introduction 1 Research Goals 3 Chapter 2 Literature Review 7 2.1 Rheology of Fluid 7 2.2 Cementeous Composites 11 2.2.1 Rule of mixture 11 2.2.2 Particles Packing Theory 19 2.3 Cementeous Castables using Waste Materials 30 2.4 Waste Glass Addition in Concrete 34 Chapter 3 Experimental Procedure 46 3.1 Experimental materials 46 3.2 Preparation of Bulky Sample 47 3.2.1 Vibrating 47 3.2.2 Moisture Curing 47 3.2.3 Sintering 47 3.3 Experimental Design by Taguchi Method 48 3.3.1 Taguchi Method 48 3.4 Properties Characterization 51 3.4.1 Bending Strength Test 51 3.4.2 Thermal Conductivity Test 52 3.4.3 Compression Strength Test 52 3.4.4 Porosity Measurement 53 3.4.5 Microstructure Observation 53 3.4.6 Tapping Density Measurement 54 3.4.7 Rheology Test 54 Chapter 4 Results and Discussion 57 4.1 Strength Improvement by Taguchi Method 57 4.1.1 Confirmation of Processing Steps 57 4.1.2 Taguchi Experimental Design 58 4.1.3 Main Effect Analysis of Bending Strength 59 4.1.4 Confirmation Experiment of Bending Strength 60 4.1.5 Main Effect Analysis of Compressive Strength 60 4.1.6 Confirmation Test of Compression Strength 61 4.1.7 Overall Discussion of Taguchi Experiment Results 61 4.2 Microstructural Observation of Defects 70 4.2.1 Macro-Structure and -Defects 70 4.2.2 Microstructure and Microdefects 72 4.2.3 Summary 75 4.3 Proportioning Design of Castable Formulations 89 4.3.1 Preliminary Experiment 89 4.3.2 Proportioning Design of Aggregate 95 4.3.3 Proportioning Design of Flowable Slurry 95 4.3.4 Strength Tests of Castables 97 4.3.5 Observation of Microstructure 98 Chapter 5 Conclusions 126 References 129 A ppendix Properties of Waste Glass 135 A.1 Introduction 135 A.2 Experimental Procedure 135 A.2.1 Chemical compositions analysis 135 A.2.2 Thermal Analysis 136 A.2.3 Wetting angle test 136 A.2.4 CTE analysis 137 A.2.5 X-ray diffraction analysis 137 A.2.6 Fluidized bed device and testing 137 A.3 Test Results 138 References 152 | |
| dc.language.iso | en | |
| dc.subject | 廢棄玻璃 | zh_TW |
| dc.subject | 強度 | zh_TW |
| dc.subject | 田口法 | zh_TW |
| dc.subject | 快速成形 | zh_TW |
| dc.subject | 中溫固態燃料電池 | zh_TW |
| dc.subject | rapid prototyping | en |
| dc.subject | strength | en |
| dc.subject | IT SOFC | en |
| dc.subject | waste glass | en |
| dc.subject | Taguchi method | en |
| dc.title | 含廢玻璃之澆注型複材之強度改善研究 | zh_TW |
| dc.title | Study on Strength Improvement of Castable Composites Containing Waste Glass | en |
| dc.date.schoolyear | 109-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 薛承輝(Hsin-Tsai Liu),林永仁(Chih-Yang Tseng) | |
| dc.subject.keyword | 田口法,廢棄玻璃,快速成形,中溫固態燃料電池,強度, | zh_TW |
| dc.subject.keyword | Taguchi method,waste glass,rapid prototyping,IT SOFC,strength, | en |
| dc.relation.page | 152 | |
| dc.identifier.doi | 10.6342/NTU202101062 | |
| dc.rights.note | 同意授權(限校園內公開) | |
| dc.date.accepted | 2021-06-22 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 材料科學與工程學研究所 | zh_TW |
| 顯示於系所單位： | 材料科學與工程學系 | |
文件中的檔案：
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| U0001-2006202104345300.pdf 授權僅限NTU校內IP使用（校園外請利用VPN校外連線服務） | 12.53 MB | Adobe PDF |
系統中的文件，除了特別指名其著作權條款之外，均受到著作權保護，並且保留所有的權利。