自升式抛石整平装置自存工况抗滑移抗倾覆分析
发布时间:2018-04-29 21:29
本文选题:自升式抛石整平装置 + 抗滑移 ; 参考:《固体力学学报》2016年S1期
【摘要】:对自升式抛石整平装置暴风自存工况下抗滑移和抗倾覆能力进行了分析.参考CCS《海上移动式平台入级规范》对暴风自存工况的环境载荷进行定义,运用ABAQUS中Subroutine子程序模块来进行环境载荷的施加.根据《移动式平台入级与建造规范》中对自升式平台抗滑移和抗倾覆的要求,对自升式抛石整平装置进行了校核.岩石基床采用基于Mohr-Coulomb屈服准则的理想弹塑性本构模型,位移和转角采用Swipe加载方法.经分析,设计的自升式抛石整平装置满足《规范》抗滑移和抗倾覆要求.
[Abstract]:The anti-slip and anti-overturning ability of the self-storage of the self-storage storm of a self-lifting riprap leveling device is analyzed. With reference to CCS "entry Specification for Offshore Mobile platform", the paper defines the environmental load under the self-storage condition of the storm, and applies the Subroutine subroutine module in ABAQUS to apply the environmental load. According to the requirement of anti-sliding and anti-overturning of self-lifting platform in the Code of entry and Construction of Mobile platform, the self-lifting leveling device is checked. An ideal elastoplastic constitutive model based on Mohr-Coulomb yield criterion is used for rock base bed and Swipe loading method is used for displacement and rotation angle. Through analysis, it is found that the designed self-lift leveling device meets the requirements of anti-slip and anti-overturning.
【作者单位】: 船舶与海洋工程学院华中科技大学;高新船舶与深海开发装备协同创新中心;船舶和海洋水动力湖北省重点实验室;
【分类号】:P754
【相似文献】
相关期刊论文 前2条
1 褚宏宪;白大鹏;史慧杰;尹延鸿;;海底抛石声学探测方法——以渤海湾人工岛抛石检测为例[J];海洋地质前沿;2011年04期
2 ;[J];;年期
相关会议论文 前1条
1 陈森美;王文杰;张卫江;赵时建;;强潮河口围垦工程龙口设计与施工技术[A];中国水利学会2006学术年会论文集(滩涂利用与生态保护)[C];2006年
,本文编号:1821623
本文链接:https://www.wllwen.com/kejilunwen/haiyang/1821623.html