张大勇

个人信息Personal Information

教授

博士生导师

硕士生导师

主要任职:化工海洋与生命学院党委书记

性别:男

出生日期:1978-10-17

毕业院校:大连理工大学

学位:博士

所在单位:化工海洋与生命学院

联系方式:13842813145

电子邮箱:zhangdy@dlut.edu.cn

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自升式钻井平台的抗冰性能评价

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发表时间:2015-01-01

发表刊物:船舶力学

所属单位:海洋科学与技术学院

期号:7

页面范围:850-858

ISSN号:1007-7294

摘要:The jack-up drilling platforms belong to the typical flexible structures. As the complexity of the interactions between the ice and structures, the design code of the flexible ice-resistant structures is not based on the dynamic response analysis. Current design codes for ice-resist offshore structures mainly deal with the extreme force, not the dynamic ice loads. Based on the field monitoring data of ice-resist platforms in Bohai Liaodong Gulf, the significant ice-induced vibration not only causes significant cyclical stress of tube node but also great acceleration response, which can endanger the pipeline systems on the platform and discomfort the crew members. The risks induced by ice vibrations are more serious than the extreme static ice load. In this paper, based on the field monitoring and ice loads research, the main failure modes and evaluation methods for the flexible ice-resistant structure design are provided. Finally, the ice-resis-tant performance is analyzed by taking a jack-up platform in Bohai Sea as an example. This study providesa reasonable basis for the ice-resist concept design of the jack-up platforms in the cold regions.

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