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研究生: 趙隆瑞
Chao, Lung-Jui
論文名稱: 箱體式單元輕鋼構受火害高溫環境下行為研究
Room fire tests and FEM simulations of fire behavior and structural safety for Box-structured Light Steel Houses
指導教授: 賴啟銘
Lai, Chi-Ming
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2010
畢業學年度: 98
語文別: 中文
論文頁數: 182
中文關鍵詞: 輕鋼構火災有限元素法
外文關鍵詞: light steel, fire, FEM
相關次數: 點閱:101下載:0
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  • 近年來,輕鋼構在國外被廣泛地應用,其特點在於質量輕、施工性佳,且被視為是耐震性能優越的建築結構系統,然而鋼材在高溫環境下材料強度會大幅減弱,因此,有必要針對其火場結構行為進行了解。本文依實際箱型輕鋼構試體來進行火害環境下高溫受熱反應,並參酌CNS 12514建築物構造部分耐火試驗法進行實驗方法之擬定,最後以有限元素數值模擬方法來分析其高溫受熱中結構變形行為,並選用ANSYS為數值模擬工具;在材料組成律方面,因試體所用之鋼材之高溫材料性質目前尚未經過測試,且國內相關資料亦不甚完備,故先以歐洲規範EUROCODE 3高溫受熱環境下之鋼材性質資料,以作為數值模擬分析依據。
    本文主要敘述火災室及梁柱上各處溫度、數值模擬分析之建立與驗證以及三種不同邊界條件下箱體單元輕鋼結構高溫受熱試驗之模擬,包含變溫無載重與變溫加載試驗,主要以了解此箱體輕鋼結構在高溫中之力學特性及局部束制行為與熱膨脹所帶來之影響,以供後續研究整體此類箱體鋼輕結構高溫受熱行為之參考。

    In recent years, light steel structure has been widely being used in foreign countries. Among its merits are that it is lightweight, easy to construct, and excellent seismic performance. However, when subjected to high temperature in room fires, the material strength would be substantially reduced. Therefore, it is essential to learn about its structural behaviors at a fire scene. This study has conducted structural behavior analysis on the units of Box-structured Light Steel House in an actual room fire. A room fire test on the single unit of the Box-structured Light Steel House was conducted based on CNS 12514 specifications, and FEM (Finite Element Method) numerical simulations were then used to analyze its structural deformation behaviors under the room fire environment by using ANSYS as the simulation tool. Regarding the material properties used in the simulations, as the steel properties of high-temperature of the test specimen have not been available, and that such relevant information is not fully available domestically, the European norm EUROCODE 3 of steel property under a high-temperature environment was adopted to work.

    The main purpose of this study is to unveil the various temperatures within the room air and on the structural parts during a typical room fire, to establish and verify the numerical simulation analysis, and the structural behaviors of the units of Box-structured Light Steel House, subjected to different boundary constrains with/without live load. This serves as a reference for follow-up studies on the overall high-temperature behaviors of the Box-structured Light Steel House.

    摘要 I Abstract II 誌謝 III 目錄 IV 表目錄 VI 圖目錄 VII 第一章 緒論 1 1.1前言 1 1.2研究動機與目的 2 1.3文獻回顧 3 第二章 實驗設備及實驗方法 6 2.1實驗體及實驗方法規劃 6 2.2實驗方式 16 第三章 實驗結果與討論 31 3.1前言 31 3.2火災室空間溫度分佈分析 32 3.3梁柱試體溫度分佈分析 33 3.4火源及熱釋放率 35 3.5非加熱面溫度及位移計數據分析 36 3.6小結 38 第四章 數值模擬 90 4.1前言 90 4.2材料參數 91 4.3數值模擬介紹及設定 96 4.4數值模擬與實驗比較 109 第五章 數值模擬結果與討論 124 5.1前言 124 5.2變溫無載之箱體單側梁受束制 125 5.3變溫無載之箱體雙側梁受束制 127 5.4變溫加載之箱體單側梁受束制 129 5.5施加隔間牆面立柱之影響 130 5.6局部梁柱應力變化 133 5.7小結 134 第六章 法規檢討 158 6.1 CNS12514性能基準與判定 158 6.2建築物構造防火性能驗證技術手冊 162 第七章 結論與建議 176 7.1結論 176 7.2建議 178 參考文獻 180

    【1】ANSYS, “ANSYS User’s Manual Revision 8.0”, ANSYS, Inc., Canonsburg, Pennsylvania, 2004.
    【2】C.G. Bailey, I.W. Burgess, R.J. Plank, ”The Lateral-Torsional Buckling of Unrestrained Steel Beams in Fire”, Journal of Constructional Steel Research, Vol. 36, pp.101-119, 1996.
    【3】Ding Jun, Li Guo-Qiang, Sakumoto, Y., ” Parametric studies on fire resistance of fire-resistant steel members”, Journal of Constructional Steel Research, Vol. 60, pp.1007-1027, 2004.
    【4】 EUROCODE 3, ”Design of steel structures-Part 1.2:General rules-Structural fire design”, (DD ENV 1993-1-2:2001 Corrected and reprinted September 2001).
    【5】 G. Ginda, W. Skowronski, ”Elasto-Plastic Creep Behavior and Load Capacity of Steel Columns During Fire”, Journal of Constructional Steel Research, Vol. 46, pp.312-313, 1998.
    【6】ISO 9705, “Fire tests - Full-scale room test for surface products,” 1993.
    【7】Kawagoe, K. “Fire Behavior in Rooms.” Building research Institute, Japan Report, No.27, 1958.
    【8】Kawagoe, K and Sekine, T. “Estimation for Fire Temperature-time Curve inRooms.” BRI Occasional Report, No.11, Building Research Institute, Japan, 1963.
    【9】 Liu, T.C.H., “Fire Resistance of Unprotected Steel Beams with Moment Connections”, Journal of Constructional Steel Research, Vol. 51, pp. 61-77, 1999.
    【10】Mao, C.J., Chiou, Y.J., Hsiao, P.A., Ho, M.C.,” The stiffness estimation of steel semi-rigid beamcolumn moment connections in a fire”, Journal of Constructional Steel Research, Vol. 66, pp.680-694, 2010.
    【11】McCaffrey, B.J., Quintiere, J.G., Harkleroad, M.F., “Estimating Room Temperatures and the Likelihood of Flashover Using Fire Test Data Correlations,”, Fire Technology, Vol. 17, pp. 98, 1981.
    【12】Mowrer, F.W., “Estimating Room Temperatures From Fires along Walls and in Corners,”, Fire Technology, Vol. 23, pp. 133, 1987.
    【13】Saedi Daryan, Amir; Yahyai, Mahmood, ”Modeling of bolted angle connections in fire”, Fire Safety Journal, Vol. 44, pp.976-988, 2009.
    【14】Thomas, P.H. “Some Problems Aspects of Fully Developed Room Fires,” Fire Standards and Safety, ASTM, SP-614, pp. 112-130, April 5-6, 1976.
    【15】Wald, F., Simões da Silva, L., Moore, D.B., Lennon, T., Chladná, M., Santiago, A.; et. al., ”Experimental behaviour of a steel structure under natural fire”, Fire Safety Journal, Vol. 41, pp.509-522, 2006.
    【16】林岳山華,鋼結構梁柱接頭高溫反應之數值模擬,國立成功大學土木工程研究所碩士論文,2005。
    【17】洪亮辰,國內低層輕鋼構住宅外牆施工界面整合之研究國立成功大學建築研究所碩士論文,2002。
    【18】莊有清,鋼材在高溫環境下之行為探討,國立成功大學土木工程研究所碩士論文,2004。
    【19】建築物構造部分耐火試驗法,CNS 12514,2005。
    【20】陳慶主,輕鋼構在低層住宅之應用研究,國立成功大學建築研究所碩士論文,2000。
    【21】蔡宗翰,鋼結構彎矩接頭受火害之行為研究,國立成功大學土木工程研究所碩士論文,2006。
    【22】蕭宜峰,利用油盤火焰驗證10MW大尺度燃燒分析裝置,國立成功大學機械工程研究所碩士論文,2004。
    【23】「送排風與房間高度對火災成長之影響評估研究」,內政部建築研究所,2004。
    【24】「建築防火安全設計與驗證研究〈以辦公室為例〉」,內政部建築研究所,2005。
    【25】「性能設計與設計火源檢證研究-防火性能設計之火源燃燒特性研究」,內政部建築研究所,2005。

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