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高温结构可靠性分析的时变响应面法

马小兵 任宏道 蔡义坤

马小兵, 任宏道, 蔡义坤等 . 高温结构可靠性分析的时变响应面法[J]. 北京航空航天大学学报, 2015, 41(2): 198-202. doi: 10.13700/j.bh.1001-5965.2014.0142
引用本文: 马小兵, 任宏道, 蔡义坤等 . 高温结构可靠性分析的时变响应面法[J]. 北京航空航天大学学报, 2015, 41(2): 198-202. doi: 10.13700/j.bh.1001-5965.2014.0142
MA Xiaobing, REN Hongdao, CAI Yikunet al. Time-varying response surface method for high-temperature structural reliability analysis[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(2): 198-202. doi: 10.13700/j.bh.1001-5965.2014.0142(in Chinese)
Citation: MA Xiaobing, REN Hongdao, CAI Yikunet al. Time-varying response surface method for high-temperature structural reliability analysis[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(2): 198-202. doi: 10.13700/j.bh.1001-5965.2014.0142(in Chinese)

高温结构可靠性分析的时变响应面法

doi: 10.13700/j.bh.1001-5965.2014.0142
基金项目: 国家自然科学基金资助项目(61104133)
详细信息
    通讯作者:

    马小兵(1978—), 男, 陕西铜川人, 高级工程师, maxiaobing@buaa.edu.cn, 主要研究方向为寿命与可靠性评估.

  • 中图分类号: TB114.3

Time-varying response surface method for high-temperature structural reliability analysis

  • 摘要: 高温条件下结构的本构方程和承载能力都随时间变化,传统的结构可靠性模型在分析这种时变结构可靠性问题时效率较低.提出一种可用于高温结构可靠性分析的热响应与响应量阈值均随时间变化的时变响应面法.首先,通过引入结构各基本变量与时间的交叉二次函数并结合Box-Behnken试验设计建立结构热响应量的时变模型;进而,以温度为中间变量,建立结构响应量阈值与时间的函数关系,据此得到用随机过程表示的时变极限状态函数.具体给出了基本变量服从正态分布情形下的结构时变可靠度计算方法.算例分析表明该方法切实可行,能够在保证计算精度的基础上大幅提高计算效率.

     

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出版历程
  • 收稿日期:  2014-03-21
  • 网络出版日期:  2015-02-20

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