水下管汇坠物撞击变形及在波流作用下的动力响应研究
[Abstract]:As an important way to develop oil and gas fields, underwater pipe sink has been widely studied and applied in most countries in the world. The underwater pipe sink is in a very complex marine environment during installation and service, and may be subjected to the impact of falling objects, wind, wave, current and other loads at any time. Once the underwater pipe sink fails or even causes leakage accidents, it will not only affect the production activities of oil and gas, cause serious economic losses, but also cause environmental pollution and bring disaster to marine ecosystem. Therefore, the collision and dynamic response of underwater tube sink are analyzed and studied, and the preventive measures are done in advance, which has certain guiding significance for the safe operation of underwater pipe sink. First of all, referring to the calculation model of the impact probability of the submarine pipeline falling in DNV-RP-F107, the model of the impact probability of the underwater pipe sink is established, and the numerical calculation method of the impact probability of the underwater pipe sink in an accident of breaking down is given. The anchoring probability of underwater pipe is analyzed. Secondly, the collision damage of underwater pipe sink caused by anchor operation is calculated and analyzed. Through a large number of numerical simulations, it is concluded that under the same impact energy, the smaller the contact area between the anchor and the underwater tube sink, that is, the smaller the damage area of the underwater pipe sink, the greater the damage depth of the pipe sink. And the smaller the impact energy required for the stress of the underwater tube sink to reach yield strength, the easier the plastic deformation will occur; the greater the impact energy, the greater the damage and deformation of the underwater pipe sink; the smaller the impact energy, the smaller the impact energy. The shear elastic modulus of the seabed soil has little effect on the damage depth and maximum equivalent stress of the pipe sink, and when the impact energy is large, The indentation damage depth and maximum equivalent stress increase with the increase of shear elastic modulus of seabed soil, and the change of cohesion force and friction angle of seabed soil have little effect on the indentation damage depth and equivalent stress of pipe sink. Finally, the model of underwater pipe sink is established, and the dynamic response of underwater pipe sink under the action of wave and current is calculated and analyzed. Under the action of wave and current, the horizontal motion and rotation of the underwater tube in the XY direction are irregular and periodic. With the increase of wave height, the moving frequency of the tube sink increases, and the linear displacement amplitude and the angular displacement amplitude of the underwater tube sink in the XY direction also increase. With the increase of wave period, the linear displacement amplitude and angular displacement amplitude of the underwater tube converge in the XY direction have a decreasing trend. With the increase of the water inlet depth, the linear displacement amplitude and the angular displacement amplitude of the underwater pipe sink in the XY direction become smaller obviously, and the moving frequency of the pipe sink is obviously weakened.
【学位授予单位】:中国石油大学(华东)
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:TE53
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