首页> 外文期刊>Marine Structures >Sectional load effects derived from strain measurements using the modal approach
【24h】

Sectional load effects derived from strain measurements using the modal approach

机译:使用模态方法从应变测量得出的截面荷载效应

获取原文
获取原文并翻译 | 示例
       

摘要

It is not possible to measure cross sectional load effects (i.e. bending moments and shear forces) of ships directly. In complex structures, the sectional load effects must be derived from strain measurements. Knowing these load effects is important because they do determine the necessary overall structural strength of the ship, both in ultimate load but also in fatigue loads. Traditionally, load effects in specific prismatic shaped sections are derived using strain gauges placed in the section itself. An alternative approach is to derive the load effects in a cross section using measurements of the global strains across the length of the vessel. When this derivation of load effects is based on the first few global flexural vibration modes of the ship, this method is referred to as the modal method. This paper explains both traditional and modal methods and applies them to a simple barge and a more complex ship structure. Experimental data from full scale trials and model tests are used along with numerical simulations to compare the methods. Although the paper focuses on the sectional load effects, it also shows that the local strains can be calculated through the modal approach. The modal method gives better results and has more advantages compared to the more traditional sectional method in ships with complex configurations and effective house structures. (C) 2017 Elsevier Ltd. All rights reserved.
机译:无法直接测量船舶的横截面载荷效应(即弯矩和剪切力)。在复杂的结构中,截面载荷效应必须从应变测量中得出。知道这些载荷效应很重要,因为它们确实确定了船舶在最终载荷和疲劳载荷中必不可少的整体结构强度。传统上,特定棱柱形截面中的载荷效应是使用放置在截面本身中的应变仪得出的。一种替代方法是使用对整个容器长度的整体应变的测量来得出横截面中的载荷效应。当此载荷效应的推导基于船舶的前几个整体挠曲振动模式时,该方法称为模态方法。本文介绍了传统方法和模态方法,并将它们应用于简单的驳船和更复杂的船舶结构。来自大规模试验和模型测试的实验数据与数值模拟一起用于比较方法。尽管本文着重于截面载荷效应,但它也表明可以通过模态方法来计算局部应变。在具有复杂配置和有效房屋结构的船舶中,与更传统的截面方法相比,模态方法可提供更好的结果并具有更多优势。 (C)2017 Elsevier Ltd.保留所有权利。

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