...
首页> 外文期刊>Finite Elements in Analysis and Design >Finite element-based force identification of sliding support systems: Part Ⅱ-Numerical investigation
【24h】

Finite element-based force identification of sliding support systems: Part Ⅱ-Numerical investigation

机译:基于有限元的滑动支撑系统力识别:第二部分-数值研究

获取原文
获取原文并翻译 | 示例

摘要

To validate the design process and ensure the safety of an important structure with sliding supports, a finite element-based force identification technique and a strain measurement point selection procedure have been presented in part Ⅰ of this paper. The feasibility and accuracy of the proposed force identification technique and measurement point selection procedure are now verified in part Ⅱ of this paper through numerical investigations on a steel plate support structure. The relationship between the orthogonal property of the selected measurement points and the condition number of the identification equation and the effectiveness of the sequential orthogonal searching algorithm are examined through Monte Carlo simulation. Two cases on force identification of the steel plate structure are then presented: one case concerns concentrated sliding force acting either at node or inside grid, and the other case pertains uniformly distributed sliding load covering a fixed area. For both cases, the strain measurement points of fairly good orthogonal property are firstly determined using the proposed measurement point selection procedure. The positions and magnitudes of initial and final forces are then identified using the proposed force identification technique with or without measurement noise included. The identification results obtained from both cases show that the proposed force identification method can effectively locate and identify the concentrated sliding force and the uniformly distributed sliding load covering a fixed area with no information required on the initial position and magnitude of the sliding force. It is also illustrated that the increase of the number of measurement points can improve the accuracy of identification results.
机译:为了验证设计过程并确保重要结构的滑动支撑的安全性,本文的第一部分提出了基于有限元的力识别技术和应变测量点选择程序。在本文的第二部分中,通过对钢板支撑结构的数值研究,验证了所提出的力识别技术和测量点选择程序的可行性和准确性。通过蒙特卡洛模拟,检验了所选测量点的正交特性与识别方程的条件数之间的关系以及顺序正交搜索算法的有效性。然后介绍了两种关于钢板结构力识别的情况:一种情况涉及作用在节点处或网格内部的集中滑动力,另一种情况涉及覆盖固定区域的均匀分布的滑动载荷。对于这两种情况,首先使用建议的测量点选择程序确定具有良好正交特性的应变测量点。然后使用建议的力识别技术(包括或不包括测量噪声)来识别初始力和最终力的位置和大小。从这两种情况获得的识别结果表明,所提出的力识别方法可以有效地定位和识别集中的滑动力以及覆盖固定区域的均匀分布的滑动载荷,而无需关于滑动力的初始位置和大小的信息。还示出了增加测量点的数量可以提高识别结果的准确性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号