基于切平面布点的一种改进响应面方法

赵维涛, 邱志平

赵维涛, 邱志平. 基于切平面布点的一种改进响应面方法[J]. 工程力学, 2014, 31(10): 21-26. DOI: 10.6052/j.issn.1000-4750.2013.04.0335
引用本文: 赵维涛, 邱志平. 基于切平面布点的一种改进响应面方法[J]. 工程力学, 2014, 31(10): 21-26. DOI: 10.6052/j.issn.1000-4750.2013.04.0335
ZHAO Wei-tao, QIU Zhi-ping. AN ADAPTIVE RESPONSE SURFACE METHOD BASED ON THE SELECTION OF EXPERIMENTAL POINTS USING TANGENT PLANE[J]. Engineering Mechanics, 2014, 31(10): 21-26. DOI: 10.6052/j.issn.1000-4750.2013.04.0335
Citation: ZHAO Wei-tao, QIU Zhi-ping. AN ADAPTIVE RESPONSE SURFACE METHOD BASED ON THE SELECTION OF EXPERIMENTAL POINTS USING TANGENT PLANE[J]. Engineering Mechanics, 2014, 31(10): 21-26. DOI: 10.6052/j.issn.1000-4750.2013.04.0335

基于切平面布点的一种改进响应面方法

基金项目: 国家自然科学基金项目(10872017); 航空基金项目(2013ZA54004); 辽宁省教育厅科研项目(L2014072)
详细信息
    作者简介:

    邱志平(1962-),男,辽宁人,教授,博士,博导,主要从事结构可靠性研究(E-mail:zpqiu@buaa.edu.cn).

    通讯作者:

    赵维涛(1977-),男,辽宁人,副教授,博士,主要从事结构可靠性研究(E-mail:zhwt201@163.com).

  • 中图分类号: O213.2

AN ADAPTIVE RESPONSE SURFACE METHOD BASED ON THE SELECTION OF EXPERIMENTAL POINTS USING TANGENT PLANE

  • 摘要: 基于合理选择试验点的位置,该文提出一种改进响应面方法。该方法首先在经过设计点的切平面上布置试验点,然后沿切平面法向量方向移动试验点,并利用设计点和先前试验点的信息布置加强试验点。所布置的试验点既对设计点附近区域给予足够重视,同时又考虑极限状态函数在设计点附近区域的变化趋势,进而提高响应面函数在设计点附近区域的拟合精度。在响应面函数的拟合过程中,该文方法能够保证响应面函数在设计点处是无误差的,进一步提高失效概率的评估精度。算例表明,对于显式和隐式极限状态函数,该方法均具有较好的效率和精度。
    Abstract: An improved response surface method is proposed based on a reasonable selection of experimental points. The experimental points are selected in a tangent plane through the design point, and these experimental points are moved along the normal vector of the tangent plane. The reinforced experimental points are selected by using the information of the design point and the experimental point selected previously. The experimental points of the proposed method focus on the design point and consider the trend of the limit state function (LSF) around the region of a design point, so that the fitting precision of a response surface function (RSF) to the LSF around the region of the design point is increased. In the process of the fitting of RSF, in order to improve the evaluation accuracy of failure probability, the proposed method can guarantee that there is no error between the RSF and LSF at the design point. Examples given have demonstrated the efficiency and the accuracy of the proposed method for both numerical and implicit LSFs.
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出版历程
  • 收稿日期:  2013-04-15
  • 修回日期:  2013-12-08
  • 刊出日期:  2014-10-24

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