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To study ice-induced vibration of a compliant conical structure,a series of model tests were performed from 2004 to 2005.In the tests,the ice sheet before the compliant conical structure was found to fail in two-time breaking.From 2005 to 2006,this type of ice failure was studied through more groups of tests.The tests show that two-time breaking is the typical failure of ice before steep conical structures,and is controlled by other factors at the same time,such as ice speed and the angle of the cone. 相似文献
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1.Introduction Inthedesignofoceanengineeringstructuresforcoldregioncountries,iceloadsarealwaysthe controlloads,andthedesignofice resistingstructuresisoneoftheimportantdesignaspects.Fornat uralseaice,theflexuralstrengthisalwaysonethirdofthecompressivestrength.Soconicalstructures thatcouldinducethebendingfailureoficesheetsarewidelyusedinthedesignsofice resistingstruc tures.Forexample,theplatformKullukintheBeaufortSeaisaninvertedconicalstructure,andan upward downwardbendingconeisusedonplatformJ… 相似文献
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A New Model for Ice Forces on A Conical Structure 总被引：1，自引：0，他引：1
The ice force is an important factor to be taken into account for offshore structures in cold regions, and the calculation method of the ice force is meaningful for the offshore structure design. The cone is now used as an optimal ice-resistant structure because it can cause bending failure of the ice sheet. The interaction between an ice sheet and a conical structure is studied in this paper and Croasdale‘s model is modified based on field observations. The newly built model separates the ice sheet into the emersed part and the floating part, and the equilibrium analyses are canied out respectively. The bending moment distribution of the ice sheet is analyzed for the determination of the position of bending failure, which serves as a supplementary restraint. The analytic solution of the ice foree on a conical structure is obtained it is verified with the experimental data of previous researches. 相似文献
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大直径单桩风机基础冰荷载模型试验研究 总被引：1，自引：0，他引：1
针对渤海某海域以单桩结构为支撑的海上风电系统,对大直径直立桩风机基础进行了一系列静冰载荷模型试验研究。首先,针对目标海域海冰调研结果确定多个冰速工况,对3 MW及4 MW装机功率对应的两种不同直径的单桩基础开展静冰载荷模型试验;随后在试验现象及试验结果的分析中重点关注了冰排在大直径结构前的破坏模式及破坏特点;最终,通过对比模型试验冰力极值试验结果与多规范冰载荷计算结果,确定大直径直立桩静冰载荷计算规范的合理选择,并根据试验结果对直立桩静冰载荷计算方法进行了经验参数修正。得出的相关结论可为渤海海域大直径单桩式风机基础冰载荷的工程估算提供参考。 相似文献
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The sea ice is idealized as an elastic-brittle material. When an ice sheet moves toward a structure, the dynamic in-teraction between ice and the structure is analyzed by the DDA (Discontinuous Deformation Analysis) approach, where the ice sheet and the structure are considered as assemblages of blocky masses. This has the advantages that the whole process of collision between the ice and structure can be shown visually vvith a series of pictures. Meanwhile, the dynamic response of the structure at each time step after the bumping of the ice against the structure is calculated. And with the aid of inverse analysis developed by the authors, the time history of the resultant ice force exerting on the structure is evaluated. A numerical example shows that the proposed approach is suitable to the simulation of the ice-breaking process and reasonable result of ice force acting on the structure can be obtained. 相似文献
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墩（桩）柱上流冰撞击力的研究与试验 总被引：2，自引：0，他引：2
本文简要地介绍了流冰撞击力与冰排挤压力之间的关系，给出了用于工程设计的流冰撞击力计算方法，并用模型试验对计算方法进行了验证。 相似文献
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The problems of ice-induced vibration have been noticed and concerned since the 1960s, but it has not been well resolved. One reason is that the dynamic interaction between ice and structure is so complicated that practical ice force model has not been developed. The recent full-scale tests conducted on jacket platforms in the Bohai Sea presented that ice could cause intense vibrations which endanger the facilities on the deck and make discomfort for the crew. In this paper, the strategy of mitigation of ice-induced offshore structure vibration is discussed. Based on field observations and understanding of the interaction between ice and structure, the absorption mitigation method to suppress ice-induced vibration is presented. The numerical simulations were conducted for a simplified model of platform attached with a Tuned Mass Danlper （TMD） under ice force function and ice force time history. The simulation results show that TMD can fa- vorably reduce ice-induced vibrations, therefore, it can be considered to be an alternative approach to utilize. Finally, the application possibilities of utilizing TMDs on other miniature offshore structures in ice-covered areas of marginal oil fields are discussed. 相似文献
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The effect of the cone spacing of a conieal structure on the ice force is studied by model experiments. The ice force reduction coefficient presented in this paper expresses the relationship between the ice force and the arrangement of cones. The experiments prove that the mode of the ice failure before the boundary of upward-downward bending cone (UDBC) is crushing. A conclusion can also be drawn from the experiments that the ice force on the boundary of UDBC is by far less than that on a vertical pile with the same diameter. Moreover, the ice force frequencies on upright and inve-rted cones are obtained under the field condition of the platform JZ20-2, respectively. The results show that the alterna-tion of the ice force on UDBC can hardly induce resonance of platform JZ20-2. 相似文献
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Peng Peng Yaozhong Zhu Min Zhong Kaixuan Kang Zongliang Du Haoming Yan 《Marine Geodesy》2016,39(2):178-194
We detect the mass balance of the Antarctica ice sheet from GRACE for the recent period July 2002 through March 2011. Land hydrology contamination was corrected through global hydrological models and glacial isostatic adjustment (GIA) of the solid Earth since last deglaciation using the IJ05 model, and then a forward model was employed to adjust to bias due to smoothing filters and GRACE's limited resolution. The results show that there are two significant turning points for ice mass losses or gains near the early 2006 and the end of 2008. The ice mass losses in West Antarctica have accelerated dramatically during 2009–2011, while in East Antarctica the rate is positive, mainly caused by snow accumulation. Over the whole studying period, ice loss rates in West Antarctica (?108 ± 36 Gt/yr) are still significantly larger than the increase in East Antarctica (+72 ± 24) Gt/yr. Thus, the total Antarctica contribution to sea level rise is slightly negative ?0.18 ± 0.02 mm/yr. The rapid change of the regional ice mass in Antarctic, in the course of only several years, suggests that the Antarctica ice sheet mass balance is more sensitive to regional climate conditions than considered before. 相似文献
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正倒锥体结构上冰力谱分析实验研究 总被引：2，自引：0，他引：2
利用研制的新型非冻结可破碎合成模型冰材料，进行了冰排与正倒锥体结构物作用的物理模拟试验研究，试验中观察记录了冰排的破碎过程并测定了作用于锥体结构物上的冰力，通过快速傅立叶变换方法由所测得的冰力时程曲线得到冰力频谱，分析并讨论了冰排速度，本结构物的水线直径，锥角以及冰排弯曲破坏方向等对冰力频谱对冰力频谱因子的影响。 相似文献
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The shielding effect of the front pile-row on the ice force acting on the hack pile-row is studied by ice force model tests. In the tests, the front pile-row is designed to model jacket legs and the hack pile-row to model the water resisting pipe-phalanx within the jacket. The shielding factor for ice force corresponding to different conditions are given in this paper. The research indicates that there are many factors, including the longitudinal and lateral spacing between the front and hack pile-row, ice attacking angle and the ratio of pile diameter to ice thickness, that influence the shielding effect on ice force. 相似文献
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A lot of tests on ice forces on vertical cylindrical piles are conducted in the ice basin of ice laboratory in Tianjin University to identify the characteristics of ice forces on fixed platforms in the Bohai Gulf. A function of ice forces is simplified on basis of test data, and the charateristics of the ice forces including the amplitude of the force and the breaking frequency of the ice sheet is detailed by use of the Fast-Fourier-Transform method. The results show that the ice breaking frequency presents a linear relationship with the ratio of ice moving velocity to ice thickness at low velocities. At high velocities, the frequency remains constant with the increase of the ratio of ice moving velocity to ice thickness. These conclusions are compared those published in literature. 相似文献
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Ice Sheet-Thermohaline Circulation Interactions in a Climate Model of Intermediate Complexity 总被引：3，自引：0，他引：3
A vertically integrated dynamic ice sheet model is coupled to the atmosphere-ocean-sea ice-land surface climate model recently
developed by Wang and Mysak (2000). The background lateral (east-west) ice sheet discharge rate used by Gallee et al. (1992) is reduced and the planetary emissivity is increased (to parameterize the cooling effect of a decrease of the atmospheric
CO2 concentration), in order to build up substantial ice sheets during a glacial period and hence set the stage for ice sheet-thermohaline
circulation (THC) interactions. The following iceberg calving scheme is then introduced: when the maximum model height of
the North American ice sheet reaches a critical value (2400 m), a prescribed lateral discharged rate is imposed on top of
the background discharge rate for a finite time. Per a small prescribed discharge rate, repeated small iceberg calving events
occur, which lead to millennial-scale climate cycles with small amplitudes. These are a crude representation of Dansgaard-Oeschger
oscillations. Over one such cycle, the zonally averaged January surface air temperature (SAT) drops about 1.5°C at 72.5°N.
However, a large prescribed lateral discharge rate leads to the shut down of the THC. In this case, the January SAT drops
about 5°C at 72.5°N, the sea ice extent advances equatorward from 57.5° to 47.5°N and the net ice accumulation rate at the
grid of maximum ice sheet height is reduced from 0.24 to 0.15 m/y. Since data strongly suggest that a collapsed THC was not
a steady state during the last glacial, we restore the THC by increasing the vertical diffusivity in the North Atlantic Ocean
for a finite time. The resulting climate cycles associated with conveyor-on and conveyor-off phases have much larger amplitudes;
furthermore, the strong iceberg calving events lead to a larger loss of ice sheet mass and hence the period of the oscillations
is longer (several thousand years).
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
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基于非线性有限元分析方法和LS-DYNA计算软件,使用黏聚单元法建立层冰的数值模型,并进行了层冰与锥形立柱相互作用的数值模拟,研究抗冰锥角、冰厚等参数对立柱所受冰载荷的影响。模拟结果与实测和试验结果吻合良好。研究结果表明:使用黏聚单元法建立的层冰模型可以较好地模拟出层冰的破碎和堆积过程,冰载荷计算结果与ISO冰力标准结果以及离散单元法计算结果吻合较好;锥形立柱的抗冰锥角大小对冰载荷影响明显,随着锥角增大,水平方向的最大冰力增大而竖直方向上最大冰力减小;锥形结构改变了碰撞过程中层冰的破坏形式;结构物所受冰力大小与层冰厚度呈正相关,且增加速度接近线性。 相似文献
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依据模型冰物理性质控制其力学性质的原则 ,利用能量平衡观点建立了冰内未冻结液体含量同制冰过程中的冰池温度、降温及升温时间、模型冰厚度 (喷雾时间×流量 )的理论关系 ,以其量纲表达式作为预测模型冰物理和力学参数的综合控制指标 ;通过系统测量酒精溶液冰点温度、冰池大厅气温、模型冰温度、冰内未冻液含量、冰密度、冰压缩强度、冰弯曲强度和冰变形模量 ,获得了不同冰点温度模型冰的物理和力学参数同该综合控制指标的实验关系 ;实现了用人为可控制因子定量控制模型冰物理和力学参数的目的 相似文献
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海洋平台结构的冰力作用模型 总被引：10，自引：0，他引：10
首先分析了工程中静冰力计算中普遍应用的Korzhavin -Afanasev公式和Schawz公式 ,提出了统一的静冰力模型 ,给出了挤压破坏、屈曲破坏和弯曲破坏冰力系数函数CI(t)。应用该冰力模型分析了自激振动产生的条件 ,指出冰屈曲破坏和弯曲破坏动冰力可以作为强迫振动模型 ,冰挤压破坏动冰力则需要考虑CI(t)与冰阻尼的耦合效应。最后应用冰力一般模型计算单自由度结构的响应 相似文献