张文首

个人信息Personal Information

教授

硕士生导师

性别:男

毕业院校:香港理工大学

学位:博士

所在单位:力学与航空航天学院

学科:工程力学. 结构工程. 船舶与海洋结构物设计制造

办公地点:力学楼507

联系方式:mobile: 13500764778

电子邮箱:wszhang@dlut.edu.cn

扫描关注

论文成果

当前位置: 中文主页 >> 科学研究 >> 论文成果

Frequency domain response of a parametrically excited riser under random wave forces

点击次数:

论文类型:期刊论文

发表时间:2014-01-20

发表刊物:JOURNAL OF SOUND AND VIBRATION

收录刊物:SCIE、EI、Scopus

卷号:333

期号:2

页面范围:485-498

ISSN号:0022-460X

摘要:Floating Production, Drilling, Storage and Offloading units represent a new technology with a promising future in the offshore oil industry. An important role is played by risers, which are installed between the subsea wellhead and the Tension Leg Deck located in the middle of the moon-pool in the hull. The inevitable heave motion of the floating hull causes a time-varying axial tension in the riser. This time dependent tension may have an undesirable influence on the lateral deflection response of the riser, with random wave forces in the frequency domain. To investigate this effect, a riser is modeled as a Bernoulli-Euler beam. The axial tension is expressed as a static part, along with a harmonic dynamic part. By linearizing the wave drag force, the riser's lateral deflection is obtained through a partial differential equation containing a time-dependent coefficient. Applying the Galerkin method, the equation is reduced to an ordinary differential equation that can be solved using the pseudo-excitation method in the frequency domain. Moreover, the Floquet-Liapunov theorem is used to estimate the stability of the vibration system in the space of parametric excitation. Finally, stability charts are obtained for some numerical examples, the correctness of the proposed method is verified by comparing with Monte-Carlo simulation and the influence of the parametric excitation on the frequency domain responses of the riser is discussed. (C) 2013 Elsevier Ltd. All rights reserved.