基于累积损伤的结构动力可靠性研究进展
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摘要
结构动力可靠性已成为大型系统结构可靠性与安全性设计所关注的焦点之一。从结构动力可靠性理论与分析、结构振动疲劳损伤累积分析两个方面,总结了国内外学者近期在理论研究与工程应用的研究进展,分析了热点研究的发展趋势。并结合航天工程特点,提出了航天飞行器结构工程领域未来应着重加强的研究方向与急需解决的技术问题,以提高我国航天飞行器结构可靠性与安全性。
Structure dynamic reliability has been one focus of the reliability and safety design of complicated system. In this paper, the recent research on theoretical work and engineering application are summarized from structure dynamic reliability theory and structure vibration fatigue damage accumulation analysis, and the trends of hot research are analyzed. At last, according to space engineering specialty, some urgent technology problem to solve and research direction to strengthen in future are put forward to enhance the reliability and safety of spaceflight structure.
Structure dynamic reliability has been one focus of the reliability and safety design of complicated system. In this paper, the recent research on theoretical work and engineering application are summarized from structure dynamic reliability theory and structure vibration fatigue damage accumulation analysis, and the trends of hot research are analyzed. At last, according to space engineering specialty, some urgent technology problem to solve and research direction to strengthen in future are put forward to enhance the reliability and safety of spaceflight structure.
引文
[1]Coleman J J.Reliability of aircraft structures in resisting chance failure[J].Operations research,1959,7(5):639-645.
[2]Corotis R B,Vanmarcke E H,Cornell C A.First passage of nonstationry random processes[J].Journal of engineering mechanics division,1972,98:401-415.
[3]Madsen P H,Krenk S.An integral equation method for the first-passage problem in random vibration[J].Journal of applied mechanics,ASME,1984(51):674-679.
[4]Langley R S.A first passage approximation for normal stationary random processes[J].Journal of sound vibration,1988,122(2):261-275.
[5]李桂青,曹宏,李秋胜.结构动力可靠性理论及其应用[M].北京:地震出版社,1993.
[6]Engelund S,Rachwitz R.Approximations of first-passage times for differentiable processes based on higher-order threshold crossing[J].Probability Engineering Mechanics,1995(10):53-60.
[7]Liu Ning,Liu Guangting.Time-dependent reliability assessment for mass concrete structures[J].Structural safety,1999(21):23-43.
[8]Naess A.Crossing rate statistics quadratic transformations of Gaussian processes[J].Probability engineering mechanics,2001(16):209-217.
[9]吴斌,欧进萍,张纪刚.结构动力可靠度的重要抽样法[J].计算力学学报,2001,18(4):478-482.
[10]Papoulis A,PillaiS U.Probability,random variables and stochastic processes[M].New York:McGraw-Hill Companies,Inc.,2002.
[11]Ditlevsen O,Madsen H O.Structural reliability methods[M].Chichester:John Wiley&Sons Ltd.,2004.
[12]杨伟军,张振浩.基于连续Markov过程首超时间概率分析的结构动力可靠性研究[J].工程力学,2011,28(7):124-129.
[13]孙祝岭,陈婧姝.正态应力和疲劳强度结构可靠性的参数估计[J].强度与环境,2012,39(5):50-54.
[14]Parey A,Badaoui M El,Guillet F,Tandon N.Dynamic modeling of spur gear pair and application of empirical mode decomposition-based statistical analysis for early detection of localized tooth defect[J].Journal of sound and vibration,2006,294(3):547-561.
[15]Abhijit Chaudhuri,Subrata Charkraborty.Reliability of linear structures with parameter uncertainty under non-stationary earthquake[J].Structural safety,2006,28(3):231-246.
[16]魏永祥,陈建军,马洪波,等.随机参数弹性连杆在平稳随机激励下的动力可靠性分析[J].机械工程学报,2012,48(2):36-43.
[17]Ma J,Gao W,Wriggers P,et al.The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation[J].Comput.Mech.,2010(45):443-455.
[18]余建星,郭君,杜尊峰,等.地下管道动力可靠性分析的降维计算方法.[J]天津大学学报,2009,42(9):759-761.
[19]张颖,易伟建,谭平,等.大震下中间层隔震体系的随机动力可靠性分析[J].湖南大学学报,2009,36(3):11-15.
[20]Chen J B,Li J.The extreme value distribution and dynamic reliability analysis of nonlinear structures with uncertain parameters[J].Structural safety,2007,(29):77-93.
[21]李创第,黄天立,葛新广.隔震结构基于动力可靠性约束的优化设计[J].哈尔滨工业大学学报,2009,41(8):169-171.
[22]王宇鹏.随机振动荷载作用下结构动力可靠性设计方法研究[J].广东土木与建筑2010,(5):56-58.
[23]Hosseini S A A,Khadem S E.Vibration and reliability of a rotating beam with random properties under random excitation[J].International journal of mechanical sciences,2007(49):1377-1388.
[24]王鹏昊.板架结构在冲击爆炸作用下的可靠性分析[D].哈尔滨工程大学,2011.
[25]罗辉.边坡地震时程动力可靠性研究及其锚杆长度反演设计[D].南华大学,2010.
[26]陈小锋.含随机结构参数大跨度桥梁抖振动力可靠度研究[D].华南理工大学,2010.
[27]杨杰,黄一,张崎,等.随机导管架平台结构动力可靠性及灵敏度分析[J].中国造船,2011,52(2):117-123.
[28]郑忠双.结构随机响应分析及其动力可靠性研究现状及趋势[J].福建建筑,2002(1):25-28.
[29]秦力,黄鹏,肖茂祥.输电塔抗风动力可靠性分析[J].水电能源科学,2011,29(3):166-168.
[30]曹树森,柯坚,刘晓红,等.风荷载作用下接触网结构动力可靠性分析[J].中国机械工程,2011,22(9):1018-1021.
[31]李晓晨.计及基础耦合影响的海上风车上部结构动力可靠性研究[D].天津大学,2011.
[32]严乔乔,朱霞,周晓敏,等.运输包装动力可靠性探讨[J].包装工程,2009,30(12):50-52.
[33]姚起杭,姚军.工程结构的振动疲劳问题[J].应用力学学报,2006,23(1):12-15.
[34]Shariyat M.A fatigue model developed by modification of Gough’s theory,for random non-proportional loading conditions and three-dimensional stress fields[J].International journal of fatigue,2008,30:1248-1258.
[35]Benasciutti D,Tovo R.On fatigue damage assessment in bimodal random processes[J].International journal of fatigue,2007,29(2):232-244.
[36]Low Y M.A method for accurate estimation of the fatigue damage induced by bimodal processes[J].Probabilistic engineering mechanics,2010,25:75-85.
[37]Gao Zhen,Moan T.Frequency-domain fatigue analysis of wide-band stationary Gaussian processes using a trimodal spectral formulation[J].International journal of fatigue,2008,30:1944-1955.
[38]Benasciutti D,Tovo R.Fatigue life assessment in non-Gaussian random loadings[J].International journal of fatigue,2006,28:733-746.
[39]Rychlik I,Gupta S.Rain-flow fatigue damage for transformed Gaussian loads[J].International journal of fatigue,2007,29:406-420.
[40]Aberg S,Podgórski K.,Rychlik I.Fatigue damage assessment for a spectral model of non-Gaussian random loads[J].Probabilistic engineering mechanics,2009,24:608-617.
[41]Zuccarello B,Adragna N F.A novel frequency domain method for predicting fatigue crack growth under wide band random loading[J].International journal of fatigue,2007,29:1065-1079.
[42]Bacila A,Decoopman X,Vatavu R,et al.Computer simulation of fatigue crack propagation under random loading conditions[J].International journal of fatigue,2007,29:1772-1780.
[43]Youn K J,Choi B I,Lee H J,et al.Neural network application in fatigue damage analysis under multiaxial random loadings[J].International journal of fatigue,2008,30:967-977.
[44]潘丽华,杨瑞成.随机扫描振动中结构疲劳寿命的预测[J].兰州理工大学学报,2007,33(2):25-28.
[45]朱学旺.疲劳损伤等效在随机振动试验中的应用[J].装备环境工程,2007,4(1):11-13.
[46]王明珠,姚卫星.随机振动载荷下缺口件疲劳寿命分析的频域法[J].南京航空航天大学学报,2008,40(4):489-492.
[2]Corotis R B,Vanmarcke E H,Cornell C A.First passage of nonstationry random processes[J].Journal of engineering mechanics division,1972,98:401-415.
[3]Madsen P H,Krenk S.An integral equation method for the first-passage problem in random vibration[J].Journal of applied mechanics,ASME,1984(51):674-679.
[4]Langley R S.A first passage approximation for normal stationary random processes[J].Journal of sound vibration,1988,122(2):261-275.
[5]李桂青,曹宏,李秋胜.结构动力可靠性理论及其应用[M].北京:地震出版社,1993.
[6]Engelund S,Rachwitz R.Approximations of first-passage times for differentiable processes based on higher-order threshold crossing[J].Probability Engineering Mechanics,1995(10):53-60.
[7]Liu Ning,Liu Guangting.Time-dependent reliability assessment for mass concrete structures[J].Structural safety,1999(21):23-43.
[8]Naess A.Crossing rate statistics quadratic transformations of Gaussian processes[J].Probability engineering mechanics,2001(16):209-217.
[9]吴斌,欧进萍,张纪刚.结构动力可靠度的重要抽样法[J].计算力学学报,2001,18(4):478-482.
[10]Papoulis A,PillaiS U.Probability,random variables and stochastic processes[M].New York:McGraw-Hill Companies,Inc.,2002.
[11]Ditlevsen O,Madsen H O.Structural reliability methods[M].Chichester:John Wiley&Sons Ltd.,2004.
[12]杨伟军,张振浩.基于连续Markov过程首超时间概率分析的结构动力可靠性研究[J].工程力学,2011,28(7):124-129.
[13]孙祝岭,陈婧姝.正态应力和疲劳强度结构可靠性的参数估计[J].强度与环境,2012,39(5):50-54.
[14]Parey A,Badaoui M El,Guillet F,Tandon N.Dynamic modeling of spur gear pair and application of empirical mode decomposition-based statistical analysis for early detection of localized tooth defect[J].Journal of sound and vibration,2006,294(3):547-561.
[15]Abhijit Chaudhuri,Subrata Charkraborty.Reliability of linear structures with parameter uncertainty under non-stationary earthquake[J].Structural safety,2006,28(3):231-246.
[16]魏永祥,陈建军,马洪波,等.随机参数弹性连杆在平稳随机激励下的动力可靠性分析[J].机械工程学报,2012,48(2):36-43.
[17]Ma J,Gao W,Wriggers P,et al.The analyses of dynamic response and reliability of fuzzy-random truss under stationary stochastic excitation[J].Comput.Mech.,2010(45):443-455.
[18]余建星,郭君,杜尊峰,等.地下管道动力可靠性分析的降维计算方法.[J]天津大学学报,2009,42(9):759-761.
[19]张颖,易伟建,谭平,等.大震下中间层隔震体系的随机动力可靠性分析[J].湖南大学学报,2009,36(3):11-15.
[20]Chen J B,Li J.The extreme value distribution and dynamic reliability analysis of nonlinear structures with uncertain parameters[J].Structural safety,2007,(29):77-93.
[21]李创第,黄天立,葛新广.隔震结构基于动力可靠性约束的优化设计[J].哈尔滨工业大学学报,2009,41(8):169-171.
[22]王宇鹏.随机振动荷载作用下结构动力可靠性设计方法研究[J].广东土木与建筑2010,(5):56-58.
[23]Hosseini S A A,Khadem S E.Vibration and reliability of a rotating beam with random properties under random excitation[J].International journal of mechanical sciences,2007(49):1377-1388.
[24]王鹏昊.板架结构在冲击爆炸作用下的可靠性分析[D].哈尔滨工程大学,2011.
[25]罗辉.边坡地震时程动力可靠性研究及其锚杆长度反演设计[D].南华大学,2010.
[26]陈小锋.含随机结构参数大跨度桥梁抖振动力可靠度研究[D].华南理工大学,2010.
[27]杨杰,黄一,张崎,等.随机导管架平台结构动力可靠性及灵敏度分析[J].中国造船,2011,52(2):117-123.
[28]郑忠双.结构随机响应分析及其动力可靠性研究现状及趋势[J].福建建筑,2002(1):25-28.
[29]秦力,黄鹏,肖茂祥.输电塔抗风动力可靠性分析[J].水电能源科学,2011,29(3):166-168.
[30]曹树森,柯坚,刘晓红,等.风荷载作用下接触网结构动力可靠性分析[J].中国机械工程,2011,22(9):1018-1021.
[31]李晓晨.计及基础耦合影响的海上风车上部结构动力可靠性研究[D].天津大学,2011.
[32]严乔乔,朱霞,周晓敏,等.运输包装动力可靠性探讨[J].包装工程,2009,30(12):50-52.
[33]姚起杭,姚军.工程结构的振动疲劳问题[J].应用力学学报,2006,23(1):12-15.
[34]Shariyat M.A fatigue model developed by modification of Gough’s theory,for random non-proportional loading conditions and three-dimensional stress fields[J].International journal of fatigue,2008,30:1248-1258.
[35]Benasciutti D,Tovo R.On fatigue damage assessment in bimodal random processes[J].International journal of fatigue,2007,29(2):232-244.
[36]Low Y M.A method for accurate estimation of the fatigue damage induced by bimodal processes[J].Probabilistic engineering mechanics,2010,25:75-85.
[37]Gao Zhen,Moan T.Frequency-domain fatigue analysis of wide-band stationary Gaussian processes using a trimodal spectral formulation[J].International journal of fatigue,2008,30:1944-1955.
[38]Benasciutti D,Tovo R.Fatigue life assessment in non-Gaussian random loadings[J].International journal of fatigue,2006,28:733-746.
[39]Rychlik I,Gupta S.Rain-flow fatigue damage for transformed Gaussian loads[J].International journal of fatigue,2007,29:406-420.
[40]Aberg S,Podgórski K.,Rychlik I.Fatigue damage assessment for a spectral model of non-Gaussian random loads[J].Probabilistic engineering mechanics,2009,24:608-617.
[41]Zuccarello B,Adragna N F.A novel frequency domain method for predicting fatigue crack growth under wide band random loading[J].International journal of fatigue,2007,29:1065-1079.
[42]Bacila A,Decoopman X,Vatavu R,et al.Computer simulation of fatigue crack propagation under random loading conditions[J].International journal of fatigue,2007,29:1772-1780.
[43]Youn K J,Choi B I,Lee H J,et al.Neural network application in fatigue damage analysis under multiaxial random loadings[J].International journal of fatigue,2008,30:967-977.
[44]潘丽华,杨瑞成.随机扫描振动中结构疲劳寿命的预测[J].兰州理工大学学报,2007,33(2):25-28.
[45]朱学旺.疲劳损伤等效在随机振动试验中的应用[J].装备环境工程,2007,4(1):11-13.
[46]王明珠,姚卫星.随机振动载荷下缺口件疲劳寿命分析的频域法[J].南京航空航天大学学报,2008,40(4):489-492.
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