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平头旋转体撞水水弹性效应和气垫效应研究
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作者 程贯一 张效慈 欧阳吕伟 《中国造船》 EI CSCD 北大核心 1990年第2期41-50,共10页
本文采用一种严格满足流体动力学和弹性动力学以及初边值条件的数值方法研究了平头旋转体撞水水弹性效应。在数值计算中,分别在水域采用有限差分法,在水域采用特征线法。 如果不考虑气垫效应,撞水压力将不现实地过高。为此,本文精确地... 本文采用一种严格满足流体动力学和弹性动力学以及初边值条件的数值方法研究了平头旋转体撞水水弹性效应。在数值计算中,分别在水域采用有限差分法,在水域采用特征线法。 如果不考虑气垫效应,撞水压力将不现实地过高。为此,本文精确地揭示了平头旋转壳体撞水过程中的气垫效应和壳体瞬态响应的细节,获得了壳体和流体早期运动的完整图象。计算结果与测试值吻合良好。 展开更多
关键词 平头旋转体撞 水弹性效应 气垫效应 数值计算 有限差分法
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弹性楔形体入水砰击载荷及结构响应的理论计算与数值模拟研究 被引量:3
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作者 王一雯 郑成 吴卫国 《爆炸与冲击》 EI CAS CSCD 北大核心 2021年第11期97-112,共16页
针对弹性楔形体砰击载荷及结构响应问题,采用理论解析计算方法以及任意拉格朗日-欧拉(arbitrary Lagrangian-Eulerian,ALE)流固耦合数值计算方法开展研究。分别分析不同边界条件、入水速度、板厚以及斜升角对弹性结构所受砰击力及结构... 针对弹性楔形体砰击载荷及结构响应问题,采用理论解析计算方法以及任意拉格朗日-欧拉(arbitrary Lagrangian-Eulerian,ALE)流固耦合数值计算方法开展研究。分别分析不同边界条件、入水速度、板厚以及斜升角对弹性结构所受砰击力及结构响应的影响及变化规律,并探讨砰击载荷时间历程和物面分布特性。结果表明,通过增大斜升角可有效降低弹性楔形体砰击载荷和结构响应,斜升角自10°增大至30°,无量纲砰击力峰值减小至6.9%,结构变形极值减小至6.5%。可通过水弹性因数R_(F)=C_(B)_(tan)β√EI/(ρL^(3))/ν评估板厚、入水速度、斜升角以及边界条件对砰击载荷作用下结构水弹性效应的影响,在水弹性因数RF>1.71时,可采用理论解析方法高效高精度预报砰击载荷作用下弹性楔形体结构变形响应。 展开更多
关键词 水弹性效应 弹性楔形体 砰击入 流固耦合
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超大型集装箱船水弹陛效应研究 被引量:1
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作者 林一 郭海强 杨光 《船舶工程》 北大核心 2015年第S2期15-19,共5页
航运业的激烈竞争导致集装箱船不断向大型化发展,其大主尺度及大开口的特点导致了船体结构刚度的减小,船体2节点自由频率与波浪频率更为接近,由此引起的船体水弹性效应不可忽略。本文首先对各船级社关于水弹性效应部分的规范进行解读,... 航运业的激烈竞争导致集装箱船不断向大型化发展,其大主尺度及大开口的特点导致了船体结构刚度的减小,船体2节点自由频率与波浪频率更为接近,由此引起的船体水弹性效应不可忽略。本文首先对各船级社关于水弹性效应部分的规范进行解读,然后以一艘16000TEU超大型集装箱船为例,基于ABS船级社规范对其船体高频响应——Whipping和Springing响应进行了研究,得出了一些结论,对同类船型的研发设计有一些借鉴作用。 展开更多
关键词 超大型集装箱船 水弹性效应 疲劳损伤 垂向弯矩
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水轮发电机组调速系统的自抗扰控制 被引量:12
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作者 刘翔 姜学智 李东海 《清华大学学报(自然科学版)》 EI CAS CSCD 北大核心 2001年第10期69-73,共5页
为提高水轮机调速系统的控制品质 ,根据自抗扰控制 (ADRC)原理 ,针对考虑弹性水击效应的水轮发电机组水门调节的非线性模型 ,对 ADRC的设计进行了改进。基于三相短路故障、负荷扰动和参数变化的数字仿真实验显示 ,改进的 ADRC与微分几... 为提高水轮机调速系统的控制品质 ,根据自抗扰控制 (ADRC)原理 ,针对考虑弹性水击效应的水轮发电机组水门调节的非线性模型 ,对 ADRC的设计进行了改进。基于三相短路故障、负荷扰动和参数变化的数字仿真实验显示 ,改进的 ADRC与微分几何方法的控制性能相当。结果表明扩张状态观测器的扰动观测和补偿作用使得 展开更多
关键词 轮发电机组 调速系统 自抗扰控制 弹性效应 门调节 控制原理
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Finite element investigation of the poroelastic effect on the Xinfengjiang Reservoir-triggered earthquake 被引量:16
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作者 CHENG HuiHong ZHANG Huai +4 位作者 ZHU BoJing SUN YuJun ZHENG Liang YANG ShaoHua SHI YaoLin 《Science China Earth Sciences》 SCIE EI CAS 2012年第12期1942-1952,共11页
Coulomb failure stress changes (ΔCFS) are used in the study of reservoir-induced seismicity (RIS) generation.The threshold value of ΔCFS that can trigger earthquakes is an important issue that deserves thorough rese... Coulomb failure stress changes (ΔCFS) are used in the study of reservoir-induced seismicity (RIS) generation.The threshold value of ΔCFS that can trigger earthquakes is an important issue that deserves thorough research.The M s 6.1 earthquake in the Xinfengjiang Reservoir in 1962 is well acknowledged as the largest reservoir-induced earthquake in China.Therefore, it is a logical site for quantitative calculation of ΔCFS induced by the filling of the reservoir and for investigating the magnitude of CFS that can trigger reservoir seismic activities.To better understand the RIS mechanism, a three-dimensional poroelastic finite element model of the Xinfengjiang Reservoir is proposed here, taking into consideration of the precise topography and dynamic water level.We calculate the instant changes of stress and pore pressure induced by water load, and the time variation of effective stresses due to pore water diffusion.The CFS on the seismogenesis faults and the accumulation of strain energy in the reservoir region are also calculated.Primary results suggest that the reservoir impoundment increases both pore pressure and CFS on the fault at the focal depth.The diffusion of pore pressure was likely the main factor that triggered the main earthquake, whereas the elastic stress owing to water load was relatively small.The magnitude of CFS on seismogenesis fault can reach approximately 10 kPa, and the ΔCFS values at the hypocenter can be about 0.7-3.0 kPa, depending on the fault diffusion coefficient.The calculated maximum vertical subsidence caused by the water load in the Xinfengjiang Reservoir is 17.5 mm, which is in good agreement with the observed value of 15 mm.The accumulated strain energy owing to water load was only about 7.3×10 11 J, even less than 1% of the seismic wave energy released by the earthquake.The reservoir impoundment was the only factor that triggered the earthquake. 展开更多
关键词 Xinfengjiang Reservoir reservoir triggered seismicity Coulomb failure stress poroelasticity model finite element method
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Thermoelastohydrodynamic behaviour of inclined-ellipse dimpled gas face seals 被引量:1
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作者 DING ShaoPeng BAI ShaoXian 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第4期529-537,共9页
The thermoelastohydrodynamic performance of an inclined-ellipse dimpled gas face seal is analyzed. The pressure distributions of the gas film and temperature fields of the seal rings and gas film are presented conside... The thermoelastohydrodynamic performance of an inclined-ellipse dimpled gas face seal is analyzed. The pressure distributions of the gas film and temperature fields of the seal rings and gas film are presented considering thermal and elastic distortions.Then, the influences of texturing parameters, including dimple inclination angle and dimple depth, on sealing performance are investigated under different operating parameters such as rotational speeds and seal pressures. The results show that face distortions lead to a decrease in the hydrodynamic effect at high rotational speed. The analysis shows that the opening force can decrease by more than 50% as the rotational speed increases from 0 to 35000 r min^(-1). The influence of face distortion on the seal performance, such as opening force and leakage characteristic, gradually increases with the rotational speed. 展开更多
关键词 thermoelastohydrodynamic effect elastic and thermal distortions inclined-ellipse dimple seal performance
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