| 研究生: |
何崇瑋 Ho, Chong-Wei |
|---|---|
| 論文名稱: |
防火門扇在不同材質下之阻熱性與變形量分析 Insulation and Deformation Analysis of Fire Door under Different Materials |
| 指導教授: |
林三益
Lin, San-Yih |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 航空太空工程學系 Department of Aeronautics & Astronautics |
| 論文出版年: | 2012 |
| 畢業學年度: | 100 |
| 語文別: | 中文 |
| 論文頁數: | 123 |
| 中文關鍵詞: | 有限元素法 、熱分析 、結構分析 、防火門 、背溫 、變形量 |
| 外文關鍵詞: | finite element method, heat analysis, structural analysis, fire door, unexposed temperature, deformation |
| 相關次數: | 點閱:112 下載:9 |
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論文旨在利用有限元素法(Finite Element Method)來模擬鋼製防火門在不同材質下的背溫及變形量之分析研究,本文採用有限元素法分析軟體ANSYS為數值模擬工具。在程式驗證方面,首先以Ugural推導簡支圓板受溫度負載之理論解與數值模擬結果比較。並在考慮傳導、對流及輻射效應等係數情形下,將模擬結果與Tabaddor的研究結果進行比較,證實有限元素軟體可有效預測溫度變化及變形量。最後設計一符合防火等級之防火門,以業界常用的隔熱層間材與中心材為參數,並測試各種中心材與層間材的排列組合,觀察各種隔熱材料對防火門的影響,並找出一種阻熱效果最好的層間材與中心材的組合。由上述測試得以下結論:
(1)在結構材料參數中,對變形量影響最大的參數為熱膨脹係數。
(2)若在不考慮化學反應的情況下,門扇的組成材料對量測點之變形量不會造成可觀的影響,影響最大的應為門扇本身的骨架結構與門樘的架構。
This paper is to investigate the unexposed temperature distribution and deformation of a fire door with different materials in a furnace by numerical simulations. The finite element method by the ANSYS is used for the numerical simulation tool. In the part of verification, first, the numerical simulation comparison with the exact solution of simply supported circular plate to thermal loading performed by Ugural. Second, the fire door proposed by Tabaddor the effect of radiation is very important in this case. The simulation results is compared well with Tabaddor. It indicates that the finite element software can well predict the temperature distribution and deformation. Finally, the design of a fire door, this study based on the materials choice is investigated. A variety of permutations and combinations for laminate plank board and sandwich board are choice. As much as possible to observe the impact of various insulation materials of fire door, we find out the best of a fire resistance combination for laminate plank board and sandwich board. From the above tests, the following conclusions are given:
(1) In the parameters of structural materials, the thermal expansion coefficient is important factors on deformation of a fire door.
(2) Excluding the chemical reaction, affect the maximum should be the framework of door frame and the skeleton structure of fire door.
[1] Chinese National Standards CNS11227,“Method of Fire Resistance Test for Fire Door of Buildings”, The Bureau of Standards, Metrology and Inspection, M.O.E.A. ,Taiwan, 2002.
[2] ANSYS, Inc. ANSYS 11.0, USA, 2008
[3] Liew J.Y.R., Tang L.K., Holmaas Tore, Choo Y.S., “Advanced Analysis for the Assessment of Steel Frames in Fire,” Journal of Constructional Steel Research, Vol. 47, pp. 19-45, 1998.
[4] International Standard ISO 834-1,“Fire resistance tests-Elements of building construction-Part 1:Grneral requirements”,1999.
[5] El-Rimawi J.A., Burgess I.W., Plank R.J., “Studies of the Behavior of Steel Subframes with Semi-Rigid Connections in Fire,” Journal of Constructional Steel Research, Vol. 49, pp. 83-98, 1999.
[6] Zhao, J.C., Shen Z.Y., “Experimental Studies of the Behavior of Unprotected Steel Frames in Fire,” Journal of Constructional Steel Research, Vol. 50, pp. 137-150, 1999.
[7] Zhao, J. C., “Application of the Direct Iteration Method for Non-linear Analysis of Steel Frames in Fire,” Fire Safety Journal, Vol. 35, pp. 241-255, 2000.
[8] Liu, T.C.H., “Finite Element Modelling of Behaviours of Steel Beams and Connections in Fire,” Journal of Constructional Steel Research, Vol.36, pp. 181–199, 1996.
[9] C.C.Gray and C.Mei,” Finite element analysis of thermal post buckling and vibrations of thermally buckled composite plates. ,” AIAA Paper ,p.2996-3007, 1991.
[10] S. Timoshenko and S. Woinowsky-Krieger, Theory of Plates and Shells, 1950.
[11] A. Rubert, P. Schaumann, "Structural steel and plane frame assemblies under fire action", Fire Safety J., 10, pp.173–184, 1986
[12] A.C.Ugural, Stresses in Plates and Shells, McGraw-Hill Book Company, pp.192-193, 1981
[13] M. Tabaddow, P.D. Gandhi, G. Jones,“Thermo-mechanical analysis of fire doors subjected to a fire endurance test”,Journal of Fire Protection Engineers, Vol. 19(1),pp.51-71,2009.
[14] UL 10C,“UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies”, First Edition, Underwriters Laboratories Inc. Northbrook, IL USA,1998.
[15] L.W.Chen and L.Y.Chen, “Thermal post-buckling behaviors of laminated composite plates with temperature-dependent properties. , ”Composite structures, 19, p.267-283, 1991
[16] Y. Sumino, O. L. Anderson, and I. Suzuki, Temperature Coefficients of Elastic Constants of Single Crystal MgO between 80 K and 1300 K, Physics and Chemistry of Minerals, Vol. 9, pp. 38-47, 1983
[17] T. Ohmura, M. Tsuboi, M. Onodera, and T. Tomimura, Specific Heat Measurement of High Temperature Thermal Insulations by Drop Calorimeter Method, Int. J. Thermophysics, Vol. 24, No. 2, 559-575, 2003.
[18] International Standard ISO 834-1, “Fire resistance tests-Elements of building construction-Part 1: General requirements”, 1999.
[19] British Standards Institution BS476, “Fire tests on building materials and structures- part 20 : Methods for determination of the resistance of element of construction(general principles)”, 1987.
[20] American Society for Testing and Materials Standard : ASTM E152 “Methods of Fire Tests of Door Assemblies”, 1995.
[21] National Fire Protection Association: NFPA 252, “Standard Methods of Fire Tests of Door Assemblies”, 2008.
[22] JIS A1311,“Method of Fire Protecting Test of Fire Door for Buildings”, Japan , 1994.
[23] Draft for public Comment AS 1530-4, “Methods for fire tests on building materials, components and structures-Part 4:Fire-resistance tests of elements of building construction”, Draft for Public Comment Australian Standard , 2004.
[24] CEN, Eurcode 1:Action on structures part 1.2:General Action - Actions on structures exposed to fire BS EN 1991 - 2:2002,Brussels: CEN, European Committee for Standardissation,2002.
[25] A.F. Mills, Basic heat and mass transfer,Irwin,UAS,1995.
[26] Huei-Huang Lee, Finite Element Simulations with ANSYS Workbench 13, SDC, Mission KS, 2011.
[27] William F. Riley, Don H. Morris, LeRoy D. Sturges, "Mechanics of Materials Edition 5",JOHN WILEY &SONS
[28] Eurcode 3,Design of steel structure-part1-2:General Rules-Structural Fire Design(EV 1993-1-2: 2005+AC),European Committee for Standardisation CEN,Brussels,2005.
[29] Bittence, J.C.(Editor) 1980 Materials Selector, Material Engineering. Penton/IPC Publications, Cleveland, Ohio,1984.