首页> 外文会议>International conference on port and ocean engineering under arctic conditions >ICE MODEL TESTS WITH A CYLINDRICAL STRUCTURE TO INVESTIGATE DYNAMIC ICE-STRUCTURE INTERACTION
【24h】

ICE MODEL TESTS WITH A CYLINDRICAL STRUCTURE TO INVESTIGATE DYNAMIC ICE-STRUCTURE INTERACTION

机译:冰型模型试验,采用圆柱形结构来研究动态冰结构相互作用

获取原文

摘要

A physical analogous model of the lighthouse Norstromsgrund has been built and tested in a series of model tests in ice at HSVA. The dynamic behavior of the lighthouse is simplified as a SDOF-system (single degree of freedom) by translational displacement in the ice plane, which is found to be justified by full scale data. The model's natural frequency and stiffness are adjustable by correct choice of springs and additional mass. Several tests have proven the accuracy of adjustability. Stiffness as well as mass is subject to physical constraints, e.g. a minimum mass which can not be fallen short of and a maximum feasible stiffness. Due to these limitations, the model's stiffness had to be reduced. A reasonable approach to convert measured accelerations from model tests to the less compliant full scale structure has been found and used for the model test results. Several events of ice-induced vibrations have been observed. Measured forces and accelerations during dynamic ice-structure interaction at model scale are in good agreement with full scale measurements. The test set-up is suitable to provide realistic results on the dynamic behavior of cylindrical offshore structures. The paper describes the design of the test set-up, instrumentation and calibration, performance and analysis of conducted tests, and general findings.
机译:在HSVA的一系列冰上建立和测试了灯塔NorstromsGrund的物理类似模型。灯塔的动态行为简化为单自由度系统(单自由度)通过在冰面,其被发现是由满量程数据是合理的平移位移。该模型的固有频率和刚度可通过正确选择弹簧和额外的质量来调节。几次测试已经证明了可调节性的准确性。刚度以及质量受到物理限制,例如,最小质量不能脱落,最大的可行刚度。由于这些限制,模型的刚度必须减少。已经找到了从模型测试转换为较少符合符合的全规模结构的测量加速的合理方法,并用于模型测试结果。已经观察到几种冰诱导的振动事件。在模型规模的动态冰结构相互作用期间的测量力和加速度与全尺度测量良好。测试设置适合于对圆柱形近海结构的动态行为提供逼真的结果。本文介绍了进行测试的测试设置,仪表和校准,性能和分析的设计和一般发现。

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