| 研究生: |
陳諺輝 Chen, Yan-Hui |
|---|---|
| 論文名稱: |
螺栓孔於高溫下承壓行為之量測與數值模擬 Measurement and Numerical Simulations for Bearing Behavior of Bolt Holes at High Temperatures |
| 指導教授: |
鍾興陽
Chung, Hsin-Yang |
| 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: | 2006 |
| 畢業學年度: | 94 |
| 語文別: | 中文 |
| 論文頁數: | 125 |
| 中文關鍵詞: | CCD 、ABAQUS 、螺栓 、承壓 、高溫 |
| 外文關鍵詞: | CCD, ABAQUS, Bolt, Bearing, High Temperature |
| 相關次數: | 點閱:96 下載:2 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
接觸式量測裝置,如LVDTs、extensometers、potentiometers…等。經常被使用於結構試驗之位移量測。然而,對於高溫結構構件試驗,此接觸式位移量測裝置既非常昂貴且常受到儀器本身最高工作溫度與最大伸長量之限制。因此,本文建立一套非接觸式CCD位移量測系統,以改善傳統高溫結構試驗之接觸式量測方式。比較結果發現,高溫下螺栓孔承壓破壞之實驗結果與ABAQUS/Standard有限元素數值模擬結果相一致,驗證了CCD位移量測系統在高溫下位移量測之可行且有效。此外,本文也以ABAQUS/Standard 程式做為數值模擬工具,建立一套有限元素分析模型來模擬螺栓孔於高溫下承壓之行為;在材料參數方面,以中鋼高溫材料試驗所得之結果,做為數值模擬分析之基礎。由試驗結果顯示出此有限元素數值模型可成功地模擬高溫下螺栓孔承壓之行為。
Contact-type sensors, such as LVDTs, extensometers, potentiometers … etc., are frequently used for measuring displacements in structural component tests. However, for high temperature tests, contact-type displacement sensors are expensive and have their limits on working temperatures and elongations. In this research, a non-contact type CCD measuring system was developed to improve the displacement measurement in high temperature component tests. The developed CCD displacement measuring system is proved feasible and effective by the comparison that the measured displacement results from bolt hole bearing tests at high temperatures agreed well with the results simulated by the finite element program ABAQUS/Standard. In addition, a finite element model developed by ABAQUS/Standard was employed in this thesis to simulate the bearing behavior of bolt holes at high temperatures. The material parameters of test steels required in the numerical model were provided by the material lab of China Steel Corporation. The test results show that the proposed finite element numerical model can successfully simulate the bearing behavior of bolt holes at high temperature.
Buchanan, A. H. (2001), Structural Design for Fire Safety, John Wiley & Son Inc, New York, USA.
Cai, J., Burgess, I. W. and Plank, R. J. (2002), “Modelling of Asymmetric Cross-Section Members for Fire Condition,”Journal of Constructional Steel Research, Vol. 58, pp.389-412
Chong, C. P. and Matlock, R. B. (1976), “Light Gage Steel Bolted Connections without Washers,” Journal of Structural Division, ASCE, Vol.101, ST7, pp.1381-1391
Fire-Comparisons with Eurocode 3,” Fire Safety Journal, Vol. 39, pp.23-39
Fisher, J. W. and Struik, J. H. A. (1974), Guide to Design Criteria for Bolted and Riveted Joints, John Wiley & Son Inc, New York, USA.
Friemel, B. H., Boho, L. N., Trahey, G. E. (1995), “Relative performance of two-dimensional speckle-tracking techniques: normalized correlation, non-normalized correlation and sum-absolute-difference”, IEEE Confs., vol.2, pp. 1481-1484
Gilchrist, R. T. and Chong, K. P. (1979), “The Light Gage Steel Bolted Connections without Washers,” Journal of Structural Division, ASCE, Vol.105, ST1, pp.175-183
Gillie, M., Usmani, A. S. and Rotter, J. M. (2002), “A Structural Analysis of the Cardington British Steel Corner Test,” Journal of Constructional Steel Research, Vol.58, pp.427-442.
Gonzalez, R. C., Woods, R. E. (2002), Digital Image Processing, 2nd ed., Prentice Hall, IE
Green, A. E., and Naghdi, P. M. (1965), “A General Theory of an Elastic-Plastic Continuum,” Arch. Rational Mech, Anal, Vol.18
Harmathy, T. Z. (1993), Fire Safety Design & Concrete, Concrete Design and Construction Series, Longman Sicence & Technical, England, UK.
Haussler, R. W. and Pabers, R. F. (1976), “Discussion:light-gage steel bolted connections without washers,” Journal of Structural Division, ASCE, Vol.102, ST12, pp.2375-2376
Hill, R. (1958), “A General Theory of Uniqueness and Stability in Elasto-Plastic Solids,” Journal of the Mechanics and Physics of Solids, Vol.6, pp.236-249
Holst, G. C. (1998), CCD ARRAYS CAMERAS and DISPLAYS , JCD Publishing, Winter Park, FL. 2nd ed
Huang, Z., Burgess, I. W. and Plank, R. J. (2001), “Non-linear Structural Modelling of a Fire Test Subjected to High Restraint,”Fire Safety Journal, Vol. 36, pp. 795-814
Kim, H. J. and Yura, J. A. (1999), “The Effect of Ultimate-to-Yield Ration on the Bearing Strength of Bolted Connections,” Journal of Constructional Steel Research, Vol. 49, No. 3, pp.255-269
Kim, P. and Rhee, S. (1999), “Three-dimensional inspection of ball grid array using laser vision system,” IEEE Transactions on Electronics Packaging Manufacturing, Vol.22, Issue 2.
Lawson, R. M. and Newman, G. M. (1996), Structural Fire Design to EC3 & EC4, and Comparison with BS 5950, Technical Report SCI Publication 159, the Steel Construction Institute, Berkshire, UK
Liu, T. C. H. (1999), “Fire Resistance of Unprotected Steel Beams with Moment Connections, “Journal of Cons tructional Steel Research, Vol. 51, pp.61-77
Lyons, J. S., Liu, J. and Sutton, M. A. (1996), ”high-temperature deformation measurements using digital-image correlation,” Experimental Mechanics,” Vol.36, pp.64-70.
McAllister, T. et al. (2002), World Trade Center Building Performance Study:Data Collection, Preliminary Observations, and Recommendations, FEMA 403, Federal Emergency Management Administration, Washington D.C.
Najjar, S. R. and Burgess, I. W. (1996), “A Nonlinear Analysis for Three Dimensional Steel Frames in Fire Condition,”Engineering Structures, Vol. 18, No. 1, pp.77-89
Naghdi, P. M. (1960), “Stress-Strain Relations in Plasticity and Thermoplasticity, “Proc. 2nd Symposium on Naval Structure and Mechanics, Pergamon Press, pp. 121-169.
Pian, T. H. H. (1957), “On a Variational Theorem for Finite Elastic Deformations, ”Journal of Mathematics and Physics, Vol.32, Nos.2-3, July-Oct. pp-129-135
Pratt, J. D. and Pardoen, G. (2002), “Numerical Modeling of Bolted Lap Joint Behavior,” Journal of Aerospace Engineering, ASCE, Vol 15, No. 1, pp 20-31
Rex, Clinton O., and Easterling W. Samuel (2003), “Behavior and Modeling of a Bolt Bearing”, Journal of Structural Engineering, Vol. 129, No. 6, pp 792-800
Sanad, A. M., Rotter, J. M., Usmani, A. S. and O’Connor, M. A. (2002),”Composite Beams in Large Buildings under Fire-Numerical Modelling and Structural Behavior,” Fire Safety Journal, Vol.35, pp.165-188
Spyrou, S. and Davison, J. B. (2002), “Displacement Measurement in Studies of Steel T-Stub Connections,” Journal of Constructional Steel Research, Vol. 57, No. 6, pp.647-659
Spyrou, S. and Davison, J. B. Burgess, I. W. and Plank, R. J. (2004), “Experimental and Analytical Investigation of the ‘Compression Zone’ Components within a Steel Joint at Elevated Temperatures,” Journal of Constructional Steel Research, Vol. 60, No. 6, pp.841-865
Spyrou, S. and Davison, J. B. Burgess, I. W. and Plank, R. J. (2004), “Experimental and Analytical Investigation of the ‘Tension Zone’ Components within a Steel Joint at Elevated Temperatures,” Journal of Constructional Steel Research, Vol. 60, No. 6, pp.867-896
Sutton, MA, Wolters, WJ, Peters, WH, Ranson, WF and McNeill, S. R. (1983), “Determination of displacements using an. improved digital correlation method”, Image and Vision. Computing, Vol. 1, no. 3, pp. 133-139.
Wang, A., and Prager, W. (1954), “Thermal and Creep Effects in Work-Hardening Elastic-Plastic Solids,” Journal of the Aeronautical Sciences, Vol. 21, No. 5, May, pp.343-344,360.
William E. L., Christopher N. M. and Stephen W. B.(2005), Physical Propeties of Structural Steels, Federal Building and Fire Safety Investigation of the World Trade Center Disaster,National institute of Standards and Technology.