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Offshore jack-up rigs are often used for site exploration and oil well drilling. The footings of jack-up rigs are known as spudcan foundations. The risk of rapid uncontrolled penetration of spudcan in seabed (“punch-through”) exposes jack-ups to significant risk during installation in strong over weak layered seabeds. An example for this is a thin loose sand layer overlying a weaker stratum of clay. To prevent spudcans from “punch-through”, an in-situ measurement concept is suggested in this paper to control the installation process of spudcan foundations. First, three-dimensional finite element studies using a Coupled Eulerian–Lagrangian method are carried out to simulate the penetration process. The numerical results have been validated with existing analytical solutions and centrifuge model test data. Furthermore, parametric studies are carried out to quantify the influences of the sand thickness and shear strength of the clay on the bearing capacity of spudcans. Based on the numerical studies an idea for the development of an in-situ measurement concept is suggested to control the spudcan penetration process in-situ. 相似文献
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无限长圆柱壳附连水质量与波数的关系 总被引:6,自引:0,他引:6
本文以浸在无限域流场中无限长圆柱壳的自由振动为例,利用势流理论,导出了附连水质量与壳体弯曲振动的轴向和周向波数的关系,并证明了附连水质量解法与精确解法的统一性,从而提出模态附连水质量的概念。 相似文献
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盘式制动器制动尖叫的研究 总被引:3,自引:1,他引:3
制动尖叫是由摩擦耦合诱发和顺各部件的模态参数匹配不当引起的系统不稳定现象,针对一个有尖叫倾向的实际样车,通过有限元方法提取制动器各部件的模态参数,以制动器的每个部件作为一个子结构,应用自由界面法进行模态综合,得到了与实际尖叫情形相符的耦合模型;应用耦合模型,通过分析子结构模态与耦合系统不稳定模态的关系,这量地得到了各子结构模态对制尖叫的影响大小,从而得到了决定尖叫产生与不否的关键因素-支架的第11 相似文献
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A self-tuning fuzzy PID (ST-FPID) control scheme is implemented within a joint interactive (Matlab/Simulink/Fluent) co-simulation framework for effective two degrees of freedom (2DOF) vortex-induced vibration (VIV) control of an elastically-mounted circular cylinder in laminar cross-flow of incompressible non-Newtonian power-law fluids based on the control action of a single transverse force actuator. The model-free controller, which systematically tunes the control parameters online in real time based on given rules, is well-known to be highly advantageous over the previously employed conventional PID controllers. It is particularly capable of handling the intricate non-linear dynamic effects inherent in the complex fluid rheology of non-Newtonian flow past the cylinder in presence of unmodeled system dynamics, high parametric uncertainties, diverse operational conditions, and time-varying external disturbances and control signals. Extensive numerical simulations reveal that the complex shear-thinning and shear-thickening behaviors of fluid viscosity can substantially influence the cylinder dynamic response, applied hydrodynamic forces, and flow structure. In particular, effectiveness and high performance of the adopted ST-FPID control strategy in substantial suppression of the high amplitude coupled 2DOF VIV of the elastically-mounted cylinder at selected critical reduced velocities in the lock-in region are established for a wide range of power-law index parameters (e.g., up to 83% reduction in RMS value of cylinder cross-flow displacement and up to 35% reduction in RMS value of cylinder in-line displacement for n=1and U* = 5 at Re = 100). Also, the vigorous action of the error-driven ST-FPID controller in forcing the high strength vortex shedding patterns of the uncontrolled cylinder out of the lock-in condition into the classical von Kármán vortex street of 2S-type mode of moderately weaker strengths is verified. 相似文献
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不对称船体结构动态特性研究 总被引:2,自引:0,他引:2
针对计算常规船舶结构动态特性的方法不适用于计算左右不对称横剖面船体梁动态特性的问题,本文将船体视为薄壁梁并离散成梁段,推导出迁移矩阵法迭代求解不对称船体结构固有及固有振型的公式系统,计算了左右不对称程度不同的梁结构及不对称船 梁的固有频率及振型。指出不对称梁 有振动为弯扭耦合振动,其固有频率与振动型的对应关系与对称梁不同。 相似文献
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轨道梁参数对磁浮车-高架桥垂向耦合动力响应的影响研究 总被引:2,自引:1,他引:2
建立磁浮车—高架桥垂向耦合模型,运用车—桥垂向耦合程序,分别探讨桥梁刚度和高架桥线路的不平顺对磁浮车—高架桥垂向动力响应的影响,分析结果表明:在相同的轨道梁抗弯刚度下,随着磁浮列车运行速度的增加,桥梁的振动响应增大,但轨道梁刚度大的桥梁振动响应比刚度小的桥梁振动响应增加幅度小一些;在相同车速下,随着轨道梁抗弯刚度的降低,桥梁振动响应增大;车辆重向振动响应在轨道抗弯刚度达3 8612×1010N·m2之前,随轨道梁抗弯刚度的增大而减小,在轨道梁抗弯刚度达3 8612×1010N·m2之后,无明显影响;线路状态对车辆的动力响应有明显影响,较差的线路状态将使高架桥挠度增大,使车体垂向振动加速度明显增大。 相似文献