期刊文献+

基于区间非概率起重机臂架可靠性方法及主要因素影响分析 被引量:6

On the reliability method and the impact analysis of the upholding capacity of the crane cabin based on the interval non-probability
原文传递
导出
摘要 传统的可靠性模型需要大量的试验数据来描述不确定性参数的分布函数和隶属函数,但由于起重机生产批量、试验成本等多方面因素的限制,对于同一工作环境的起重机来说,可供参考的数据较少。因此,针对小样本的不确定性参数信息量不足的问题,开展有限样本条件下的履带起重机非概率可靠性研究。首先,确定了臂架结构强度、刚度和稳定性可靠性计算准则;其次,以可靠性计算准则为基础,结合区间非概率理论,将履带起重机臂架的额定起重量、起升载荷偏摆角度、起升冲击系数等不确定参数看作区间变量,建立了臂架结构的非概率可靠性模型。该模型仅需知道不确定参数的上下界而无需知道其分布规律,便可求解臂架结构可靠性。最后,通过工程算例验证了该模型的正确性,并进一步分析了臂架类起重机结构的起重量和轴向力变化对非概率可靠性结果的影响。结果表明,用该方法得到的履带起重机区间非概率可靠度大于1,符合实际情况。因此,采用区间非概率模型研究结构的可靠性,既降低了试验成本,也提高了计算的效率。该可靠性模型意义明确,具有很好的经济价值和社会价值,是对传统可靠性模型的补充。 The paper is inclined to carry out the non-probability reliability examination of the crawler cranes under the limited sample conditions via the traditional reliability model.The said model needs to have a large amount of experimental data to describe the distributive function and the membership function of the uncertain parameters,due to the insufficient information of the uncertain parameters.Nevertheless,due to the limitations of a lot of factors,such as the production volume of the crane and the cost of the experiment,there may be hardly sufficient data that can be used for reference to the cranes in the same working environment.And,so,first of all,the reliability calculation criteria for the strength,stiffness and stability of the boom are to be defined and determined.And,then,based on the reliability calculation criteria and the interval non-probability theory,uncertain parameters,such as the rated lifting weights of the crawler crane boom,the yaw angle of the lifting load and the lifting impact coefficient can all be regarded as the interval variables.And,furthermore,we have also established a non-probabilistic reliability model of the boom structure of the crawler crane.And,for the said crawler crane model,it is merely necessary to know the upper and lower bounds of the uncertain related parameters to solve the structural reliability of the boom.And,finally,an engineering example can be used to verify the correctness of the model,with the influence of the change of the lifting weight and the axial force of the jib crane needed to be analyzed on the non-probability reliability.Thus,it can be seen that the nonprobability reliability index of the crawler crane obtained by the above said method should be greater than 1,which is in line with the actual situation.And,therefore,the non-probabilistic models used to calculate the reliability of structures can not only help to reduce the cost of the experiments but also facilitate to heighten the efficiency of calculations.Hence,the non-probabilistic reliability model may enjoy a nice economic and social importance in dealing with the problems of insufficient information on the crane structure,and is,therefore,a nice supplement to the traditional reliability model.
作者 刘丽 杨瑞刚 LIU Li;YANG Rui-gang(Department of Mining Engineering,Luliang University,Luliang 033001,Shanxi,China;College of Mechanical Engineering,Taiyuan University of Science&Technology,Taiyuan 030024,China)
出处 《安全与环境学报》 CAS CSCD 北大核心 2020年第6期2079-2084,共6页 Journal of Safety and Environment
关键词 安全工程 臂架 履带起重机 非概率 结构可靠性 safety engineering boom crawler crane nonprobability structural reliability
  • 相关文献

参考文献3

二级参考文献25

  • 1秦权,杨小刚.退化结构时变可靠度分析[J].清华大学学报(自然科学版),2005,45(6):733-736. 被引量:42
  • 2张建仁,秦权.现有混凝土桥梁的时变可靠度分析[J].工程力学,2005,22(4):90-95. 被引量:28
  • 3曹鸿钧,段宝岩.基于凸集合模型的非概率可靠性研究[J].计算力学学报,2005,22(5):546-549. 被引量:68
  • 4徐格宁,左斌.起重机结构疲劳剩余寿命评估方法研究[J].中国安全科学学报,2007,17(3):126-130. 被引量:50
  • 5BREITUNG K. Asymptotic approximations for the out-crossing rates of stationary vector processes[J]. Stochast. Process Appl., 1988, 13: 195-207.
  • 6SCHALL C~ FABER M H, RACKWITZ R. The ergodicity assumption for sea states in the reliability estimation of offshore structures[J]. J. Offshore Mech. Arctic. Engng., 1991, 113: 241-246.
  • 7ENGELUNG S, RACKWlTZ R, LANGE C. Approximations of first passage times for differentiable processes based on higher order threshold crossings[J]. Probab. Engng. Mech., 1995, 10(I): 53-60.
  • 8RACKWITZ R. Computational techniques in stationary and nonstationary load combination: A review and some extensions[J]. J. Struct. Engng., 1998, 25(I): 1-20.
  • 9MELCHERS R E. Structural reliability analysis and prediction[M]. Chichester: John Wiley & Sons, 1999.
  • 10ANDRIEU-RENAUD C, SUDRET B, LEMAIRE M. The PHI2 method : A way to compute time-variant reliability[J]. Reliab. Eng. Syst. Safety, 2004, 84. 75-86.

共引文献68

同被引文献59

引证文献6

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部