\r张泽超1,陈志华1, 2,刘红波1, 2,王 哲1,刘凯月\r1\r
\r
AuthorsHTML:\r张泽超1,陈志华1, 2,刘红波1, 2,王 哲1,刘凯月\r1\r
\r
AuthorsListE:\rZhang Zechao1,Chen Zhihua1, 2,Liu Hongbo1, 2,Wang Zhe1,Liu Kaiyue\r1\r
\r
AuthorsHTMLE:\rZhang Zechao1,Chen Zhihua1, 2,Liu Hongbo1, 2,Wang Zhe1,Liu Kaiyue\r1\r
\r
Unit:\r\r1. 天津大学建筑工程学院,天津 300072;\r
\r\r2. 天津大学水利工程仿真与安全国家重点实验室,天津 300072\r
\r
\r
Unit_EngLish:\r1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2. State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300072,China\r
\r
Abstract_Chinese:\r随着海洋油气开采深度的逐渐增加,深海石油管道在高温高压运输过程中会存在整体热屈曲现象,而热屈曲的过程中可能会存在动力效应.管中管广泛应用于深海油气输送结构,但是相关整体屈曲试验及动力效应研究很少.本文以初始缺陷波长及幅值作为变参数,对含有初始缺陷的双层管道的试验方法进行了详细介绍,并通过3 组
试验,对整体热屈曲试验过程中产生的动力效应现象及原因进行了分析,发现初始缺陷波长对整体屈曲过程中的动态效应起到关键作用.基于此,采用ABAQUS 隐士动力分析方法建立了双层管道整体屈曲有限元分析模型,并与试验结果进行了对比,验证了模型的准确性.进而分析了管道直径大小、初始缺陷长度以及管土作用对管道屈曲过程中动态效应的产生及影响变化规律,发现了各个因素与管道中点屈曲临界力、侧向弹出速度、侧向位移以及整体动能之间的关系,通过对比分析,找到了径厚比最佳临界点以及缺陷波长与管道长度比值的临界控制点,发现管土作用对整体屈曲动态效应有显著影响,并对产生机理进行了分析,研究成果对深海油气输送双层管道结构的设计及铺设有一定的指导意义.\r
\r
Abstract_English:\rWith the gradual increase of offshore oil and gas exploitation depth,there will be global thermal buckling in deep sea oil pipelines during high temperature and high pressure transportation,and there may be dynamic effects in the process of thermal buckling of the pipe-in-pipe(PIP)system. PIP systems are widely used in deep-sea oil and gas transmission structures,but the related experiments and dynamic effects on global buckling are seldom studied. Taking the initial imperfection wavelength and amplitude as variable parameters,this paper introduces the experimental method of PIP system with initial imperfection in detail. Through three groups of experiments,the phenomena and cause of dynamic effect in the global thermal buckling experiments are analyzed,and the dynamic effect of initial
imperfection wavelength which play a key role on the global buckling process is found. Based on this,the ABAQUS hermit dynamic analysis method is used to establish the finite element analysis models of the global buckling of PIP system,and the accuracy of the models are verified by comparing with the experimental results. Then the influence of pipe diameter,initial imperfection and pipe-soil interaction on the dynamic effect of pipeline buckling is analyzed. The relationships between each factor and critical buckling force,lateral ejection velocity,lateral displacement and overall kinetic energy of pipeline are found. Through comparative analysis,the critical point of the ratio of diameter to thickness and the critical point of the ratio of imperfection wavelength to pipe length are found. And the result of the pipe-soil interaction has a significant influence on the global buckling dynamic effect and the mechanism is analyzed. At last,the research results have a certain guiding significance for the design and laying of deep-sea oil and gas transmission PIP system.\r
\r
Keyword_Chinese:海底管道;初始缺陷;整体侧向屈曲;管中管;动态效应\r
Keywords_English:subsea pipeline;initial imperfection;lateral global buckling;pipe-in-pipe(PIP)system;dynamic effect\r
PDF全文下载地址:http://xbzrb.tju.edu.cn/#/digest?ArticleID=6216
删除或更新信息,请邮件至freekaoyan#163.com(#换成@)
含初始缺陷管中管侧向屈曲过程中的动态效应研究\r\n\t\t
本站小编 Free考研考试/2022-01-16
相关话题/屈曲 缺陷
深海管道外部点腐蚀缺陷对其屈曲性能的影响\r\n\t\t
樊志远1,2,余建星1,2,余杨1,2,王华昆1,2,段晶辉1,2,李修波1,2AuthorsHTML:樊志远1,2,余建星1,2,余杨1,2,王华昆1,2,段晶辉1,2,李修波1,2AuthorsListE:FanZhiyuan1,2,YuJianxing1,2 ...天津大学科研学术 本站小编 Free考研考试 2022-01-16含内部随机点蚀的2D 圆环管道模型屈曲研究\t\t
余建星1,2,金成行1,2,余杨1,2,王华昆1,2,谭玉娜1,2AuthorsHTML:余建星1,2,金成行1,2,余杨1,2,王华昆1,2,谭玉娜1,2AuthorsListE:YuJianxing1,2,JinChenghang1,2,YuYang1,2,WangHuakun1,2 ...天津大学科研学术 本站小编 Free考研考试 2022-01-16复杂载荷下深水顶张式立管屈曲失效风险分析
郝帅1,2,余杨1,2,吴雷3,余建星1,2,张宁3AuthorsHTML:郝帅1,2,余杨1,2,吴雷3,余建星1,2,张宁3AuthorsListE:HaoShuai1,2,YuYang1,2,WuLei3,YuJianxing1,2,ZhangNing3AuthorsHTMLE:HaoShua ...天津大学科研学术 本站小编 Free考研考试 2022-01-16海底椭圆管道在扭矩和水压作用下的屈曲压溃研究
余建星1,2,安思宇1,2,李志刚1,3,段晶辉1,2,孙震洲1,2,蒋梅荣1,3,韩梦雪1,2AuthorsHTML:余建星1,2,安思宇1,2,李志刚1,3,段晶辉1,2,孙震洲1,2,蒋梅荣1,3,韩梦雪1,2AuthorsListE:YuJianxing1,2,AnSiyu1,2,LiZhi ...天津大学科研学术 本站小编 Free考研考试 2022-01-16基于非等截面桩体模型的缺陷楔形桩动力响应研究
王奎华1,2,童魏烽1,2,王磊3AuthorsHTML:王奎华1,2,童魏烽1,2,王磊3AuthorsListE:WangKuihua1,2,TongWeifeng1,2,WangLei3AuthorsHTMLE:WangKuihua1,2,TongWeifeng1,2,WangLei3Unit ...天津大学科研学术 本站小编 Free考研考试 2022-01-16高温高压管道悬跨段竖向屈曲数值模拟研究
杨建国1,陈志华1,2,张泽超1,王哲1,陈坤1AuthorsHTML:杨建国1,陈志华1,2,张泽超1,王哲1,陈坤1AuthorsListE:YangJianguo1,ChenZhihua1,2,ZhangZechao1,WangZhe1,ChenKun1AuthorsHTMLE:YangJia ...天津大学科研学术 本站小编 Free考研考试 2022-01-16方钢管混凝土组合异形柱防屈曲支撑框架抗震性能试验
于敬海1,2,郑达辉1,胡相宜1,闫翔宇2,李路川2AuthorsHTML:于敬海1,2,郑达辉1,胡相宜1,闫翔宇2,李路川2AuthorsListE:YuJinghai1,2,ZhengDahui1,HuXiangyi1,YanXiangyu2,LiLuchuan2AuthorsHTMLE:Yu ...天津大学科研学术 本站小编 Free考研考试 2022-01-16海底管道屈曲传播中管壁与扣入式止屈器非线性接触问题研究
刘源1,2,苗春生3,余建星1,段晶辉1,郭帅1,马维林4AuthorsHTML:刘源1,2,苗春生3,余建星1,段晶辉1,郭帅1,马维林4AuthorsListE:LiuYuan1,2,MiaoChunsheng3,YuJianxing1,DuanJinghui1,GuoShuai1,MaWeil ...天津大学科研学术 本站小编 Free考研考试 2022-01-16局部低强防屈曲支撑耗能性能试验研究
陈志华1,2,黄培华2,余玉洁2AuthorsHTML:陈志华1,2,黄培华2,余玉洁2AuthorsListE:ChenZhihua1,2,HuangPeihua2,YuYujie2AuthorsHTMLE:ChenZhihua1,2,HuangPeihua2,YuYujie2Unit:1.水利工 ...天津大学科研学术 本站小编 Free考研考试 2022-01-16捻转血矛线虫Hc-hrg-2拯救血红素缺陷型酵母生长表型
周静茹,,吴飞,陈学秋,黄艳,时恒枝,杜爱芳,,杨怡,浙江大学动物科学学院/浙江省动物预防医学重点实验室,杭州310058Hc-hrg-2ofHaemonchusContortusRescuestheGrowthofHemeDeficientYeastStrainZHOUJingRu,,WUFei, ...中国农业科学院科研学术 本站小编 Free考研考试 2021-12-26