- 拆除爆破數值模擬與應用
- 謝先啟
- 2314字
- 2019-11-27 11:52:55
參考文獻
[1]齊金鐸.現代爆破理論的發展階段[J].爆破,1996,13(4):7-10.
[2]李名能.爆破進展[J].爆破,1995,12(4):66-68.
[3]趙斌.現代爆破理論最新進展[J].爆破,1997,14(1):21-27.
[4]楊軍,金乾坤,黃風雷.巖石爆破理論模型及數值計算[M].北京:科學出版社,1999.
[5] Harries G.A mathematical model of martering and blasting[J].National Symposium on Rock Fragmentation, Adelaide,1973,3:41-45.
[6] W.B.Lu, Z.H.Dong, S.X.Lai.Optimum Design of Notch Parameters in Blasting Demolition of Reinforced Concrete Towering Cylindrical Buildings[J].The Second International Conference on Engineering Blasting Technique.Kunming,1995,389-394.
[7] Favreau, R.F.臺階爆破巖石位移速度[A].第一屆國際爆破破巖會議論文集(譯文集)[C].1983,408-417.
[8]鄒定祥.露天礦臺階爆破破碎過程的三維數學模型[J].爆炸與沖擊,1984,(3):54-58.
[9] Margolin, L.G.破壞的數值模擬[D].長沙:長沙鐵道出版社,1983,203-210.
[10] Demuth, R.B.SHALE:A computer program for solid dynamics[P].LA-10236 Los Alamos National Laboratory Report,1985.
[11] Mchugh, S.動力引起的破壞和破碎的計算模擬[D].長沙:長沙鐵道出版社,1983,234-243.
[12] Grady, D.E., Kipp, M.E.Mechanisms of dynamic fragmentation:Factors governing fragment size[J].SAND-84-2304c,1985,107-117.
[13] Grady, D.E., Chen, M.E.Continuum modeling of explosive fracture in oil shale [J].Int.J.Rock Mech.Min.Sci.Geomech.Abstr.,1987,17:147-157.
[14] Taylor, L.M., Chen, E.P.and Kuszmaul, J.S.Microcrack induced damage accumulation in brittle rock under dynamic loading[J]. Computer Method in Applied Mechanics & Engineering,1986,55:301-320.
[15] O'Connell, R.J.Budianshy, B.Elastic moduli of a cracked solid[J].Int.J.Solids Structures,1976,12:81-95.
[16] Kuszmaul, J.S.A new constitution model for fragmentation of rock under dynamic loading[J].In:Proc.of 2nd Int.Symp.On Frag.by blasting, Keystone, Canada, 1987,412-423.
[17] Thorne, B.J., Hommert, P.J.and Brown, B.Experimental and computational investigation of the fundamental mechanisms of cratering[J].In:Proc.of 3rd Int. Symp.On Frag.by Blasting, Brisbane,1990,117-124.
[18] Yang, R., Brwden, W.F.and Katsabanis P.D.A new constitutive model for blast damage[J].Int.J.Rock Mech.Min.Sci.,1996,33:245-254.
[19]劉殿書.巖石爆破破碎的數值模擬[D].北京:中國礦業大學北京校區,1992.
[20]楊軍.巖石爆破分形損傷模型[D].北京:中國礦業大學北京校區,1994.
[21]金乾坤.巖石爆破破碎三維逾滲損傷模型的非線性數值模擬[D].北京:中國礦業大學北京校區,1996.
[22] J.R.Bowen, J.C.Leyer, R.I.Soloukhin.Dynamics of Explosions[M].The American Istitute of Aeronautics and Astronautics, Inc.1633 Broadway, New York, NY 10019, 1985.
[23]馮叔瑜,呂毅,顧毅成.城市控制爆破[M].北京:中國鐵道出版社,1987.
[24]李翼祺,馬素貞.爆炸力學[M].北京:科學出版社,1992.
[25]周聽清.爆炸動力學及其應用[M].合肥:中國科學技術大學出版社,2001.
[26]關志中,金人夔.控制爆破技術現狀[J].爆破,1991,8(3):5-8.
[27]汪旭光,于亞倫.21世紀的拆除爆破技術[J].工程爆破,2001,6(1):32-35.
[28]賈金河,于亞倫.外國拆除爆破現狀[J].爆破,1998,15(2):37-41.
[29]秦明武.控制爆破[M].北京:冶金工業出版社,1993.
[30] W.Z.Dong, D.L.Zhao.Demolition of Reinforced Concrete Bridge by Means of Controlled Blasting[J].The Second International Conference on Engineering Blasting Technique.Kunming,1995,326-333.
[31] B.L.Fu, Y.Y.Yang.Design of Directional Collapse for Removing the Reinforced Concrete Chimney[J].The Second International Conference on Engineering Blasting Technique.Kunming,1995,334-338.
[32]葉海旺,房澤法,陳寶心.拆除爆破專家系統[J].爆破,1999,16(3):10-14.
[33]劉新波,盛建龍.爆破數學模型淺析[J].爆破,1999,16(3).
[34]賈金河,于亞倫.外國拆除爆破現狀[J].爆破,1998,15(2):37-41.
[35]何軍,于亞倫,李彤華.城市建(構)筑物控制拆除的國內外現狀[J].工程爆破,1999,5(3):76-81.
[36]汪旭光,于亞倫.21世紀的拆除爆破技術[J].工程爆破,2001,6(1):32-35.
[37] Dr.Robert, F.Flagg.A Review of the State-of-the-Art of Precision Explosive Bridge Demolition[J].Proceedings of the Second Conference on Explosives and Blasting Techniques.Louisville, Kentucky,1976,121-142.
[38]盧文波.拆除爆破中裸露鋼筋骨架的失穩模型[J].爆破,1992,19(2):31-35.
[39]賈金河,于亞倫.建筑物拆除爆破數值模擬方法的研究[J].工程爆破,1999,5(1):47-51.
[40]鐵道部第四工程局控制爆破試驗小組.工程結構物拆除的控制爆破[C].土巖爆破文集.北京:冶金工業出版社,1980:153-158.
[41]楊人光,史家.建筑物拆除爆破[M].北京:中國建筑工業出版社,1985.
[42]楊宏業.城市改造中混凝土和鋼筋混凝土的爆破[C].土巖爆破文集.北京:冶金工業出版社,1980:164-167.
[43] RILEM.Demolition Methods and Practice[J].Proc.of the 2nd International Conference.Tokyo,1988,7-8.
[44] RILEM.Guidelines for Demolition and Reuse of Concrete and Masony.Proc[J]. Third International RILEM Symposium on Demolition and Reuse of Concrete and Masony.Odense,1993,24-27.
[45]何廣沂,朱忠節.拆除爆破新技術[M].北京:中國鐵道出版社,1988.
[46] J.W.Sun, X.P.Huang, J.Lai.Numerical Simulition for Demolition of Reinforced Concrete Frame Structures with Controlled Blasting[J].The Second International Conference on Engineering Blasting Technique.Kunming,1995,395-400.
[47]許連坡.38米鋼筋混凝土煙囪傾倒過程的力學分析[J].爆炸與沖擊,1985,5(2):59-68.
[48]許連坡.關于爆炸荷載對煙囪傾倒方向的影響[J].爆炸與沖擊,1989,9(3):228-237.
[49]陳華騰,周強.高聳建筑定向拆除爆破研究[J].爆破,1998,15(4).
[50]林吉元,龍源,倪榮福.磚砌煙囪爆破拆除傾倒過程的觀測分析[J].爆炸與沖擊,1989,9(2):170-174.
[51] J.S.Huang.Blasting Demolition of high building 10m away from the computer station[J].The Sceond International Conference on Engineering Blasting Technique. Kunming,1995,344-348.
[52]李守巨,費鴻祿,張立國.爆破拆除冷卻塔傾倒過程研究[J].爆炸與沖擊,1995,15(3).
[53]何軍,于亞倫,王雙紅,等.高聳筒形構筑物爆破拆除物理——力學模型的確定[N].北京科技大學學報,1998,20(6):507-512.
[54]費鴻祿,段寶福.風載對筒形高聳建筑物定向爆破傾倒過程的影響的研究[J].爆炸與沖擊,2000,20(1):92-96.
[55]葉國莊,朱愛華,高文學.煙囪倒塌過程的計算機模擬[J].爆破,1998,15(2).
[56]成新法,馮長根.筒形薄壁建筑物爆破拆除切口研究[J].爆破,1999,16(3).
[57] Stangenberg et al.Blasting Demolition of Reinforced Concrete Industrial chimney [M].Proceedings of the IASS-ASCE International Symposiu 1994 on spatial.
[58]賈金河.爆破拆除框架結構建筑物的力學模型及數值模擬研究[R].北京科技大學,2001.
[59]張其林.平面桿系結構非線性穩定的樣條有限元分析法[J].計算結構力學及其應用,1994,11(2):186-191.
[60]唐明輝,滕偉福.巖土工程數值模擬新方法[J].地質科技情報,1998,17(2)增刊:41-48.
[61]石根華.數值流形方法與非連續變形分析[M].北京:清華大學出版社,1997.
[62] W.Huang, P.L.Gould,3-D Pushover Analysis of A Collapsed Reinforced Concrete Chimney[J/OL].Finite Elem.Anal.Des.(2007), doi:10.1016/j.finel,2007.
[63] Toi Y, Isobe D.A daptively Shifted Integration Technique for Finite Element[J]. Collapse Analysis of Framed Structures.Int.J.Num.Methods Eng,1993,36:2323-2339.
[64] Toi Y, Isobe D.Finite Element Analysis of Quasi static and Dynamic Collapse Behaviors of Framed Structures by the Adaptively Shifted Integration Technique[J]. Comput Struct, 1996,58(5):947-955.
[65] Isobe D, Toi Y.Analysis of Structurally Discontinuous Reinforced Concrete Building Frames Using the ASI Technique[J]. Comput Struct,2000,76(4):471-481.
[66] K.M.Lynn, D.Isobe.Structural Collapse Analysis of Framed Structures Under Impact Loads Using ASI-Gauss Finite Element Method[J].Int.J.Impact Eng,2007, 34:1500-1516.
[67] M.Horr and M.Safi.Simulation of Impact Effects on Large Space Structures Using Advanced SE Method[J].Int.J.Space Structures,2003,18(3):157-166.
[68]小林茂雄.RC制御的破解體時の倒壞拳動の預測[C].土木學會第48會次學講縯會,1994.
[69] G.C.Maetal.Numerical Simulation on the Blasting Demolition by DDA Method[C]. Proceedings of ICEB'95,1995.
[70] Dr Sandor Nagy.Building & Structure Blasting in Hungary.Conferences on Explosives & Blasting Techniques Sponsored by Society of Explosive Engineering.
[71] Kimiro Meguro.Applied Element Method:A New Efficient Tool For Design of Stucture Considering Its Failure Behavior[J].Urban Safety Engineering,2001,13-30.
[72] Cundall, P.A.and Strack, O.D.L.A Discrete Numerical Model for Granular Assemblies[J].Geotechnique,1979(29):47-65.
[73] Lorig L J, Brady B H G.Hybrid Distinct Element-Boundary Element Analysis of Jointed Rock[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr,1982,23(4):303-312.
[74] Ma Guichen, Miyake Atsumi, Ogawa Terusige, et al.Numerical Investigation on Breakage Behavior of Reinforced Concrete by Blasting Demolition[J].Journal of the Japan Explosives Society,1998,59(2):93-103.
[75] G.C.Maeta.Study on the Numerica Simulation of the Blasting and the Reduction of Vibrations in Blasting Demolition[J].Kayaku Gakkaishi, V56nl,1995.
[76] Munjiza, A.The combined finite-discrete element method[M].John Wiley & Sons, Ltd,2004.
[77] Shi, G.H.Block system modeling by Discontinuous Deformation Analysis.Doctoral Dissertation[J].epartment of Civil Engineering, University of California, Berkeley, 1989.
[78] Mark E.Tuckerman, Glenn J.Martyna.Understanding modern molecular dynamics:techniques and applications[J].J.Phys.Chem.B,2000(104):159-178.
[79] Henrych.J.The dynamis of explosion and its use[P].Elsevier Scientific Pubilishing Company,1979.
[80]杜力.鋼筋混凝土建筑物在爆破拆除時振動及噪音的研究[J].爆破,1995,12(3):56-60.
[81] Melzer.Hochhaussprenung in hamburg[M].Bautechnid,1955.
[82] David E.Siskind.Ground vibration effects on structure [J].In:the 19th Annual. Symposium on Explosives and Blasting Research,1998,1-2.
[83]周家漢.建筑物拆除爆破塌落造成的地面振動[C].土巖爆破文集(第二輯).北京:冶金工業出版社,1985,317-326.
[84]周家漢,陳善良,楊業致.爆破拆除建筑物時振動安全距離的確定[J].1993,(S2):165-174.
[85]呂淑然,胡剛,楊軍.建筑物倒塌觸地振動模擬研究[J].工程爆破,2002,8(3):16-19.