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针对"蛟龙"号载人潜水器海底岩芯原位取样作业需求,结合大洋航次开展国际海底矿区调查和科学研究需要,开展了基于蛟龙号的深海小型岩芯原位取样装置概念规划和系统设计。在分析国内外搭载于潜水器上的深海小型钻机特点基础上,针对潜水器作业工况和技术难点,研究了"蛟龙"号载人潜水器海底岩芯原位取样装置关键技术,分析计算了钻进压力、钻头转速和岩芯剪切扭矩等工作参数,完成了整机概念设计和操作工艺流程分析。为增加原位取芯作业能力和解决"蛟龙号"载人潜水器无配套岩石取芯作业工具的问题提供了相应的技术方案,对"蛟龙号"载人潜水器开展海底精细勘探和原位取样作业具有重要的现实意义。 相似文献
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耐压舱设计是水下机器人的核心技术之一,其极限承载力研究是核心中的核心。针对球壳封盖加柱形壳体耐压舱,现行标准对于初始导入缺陷数值的确定往往过于保守,对于耐压舱体数量较多的无人潜水器来说,过大的设计质量是总体设计所无法接受的。首先采用装配体整体建模策略,建立复合屈曲的受力模型,将三大非线性影响因素同时引入到极限承载力研究中,提升了计算精度。然后分别针对确定性缺陷和非确定性缺陷结构开展极限承载力研究。最后,提出以0.23%的初始缺陷导入尺度作为球壳封盖加圆柱壳体的耐压壳体缺陷导入参数,给出了导入尺度的计算方法,并借助水压试验对上述参数的准确性进行验证。 相似文献
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周向变刚度环肋圆柱壳应力分析研究 总被引：1，自引：0，他引：1
采用大曲率梁理论和弹性基础梁带理论，建立潜艇特殊舱段结构的力学模型。利用能量法求出肋位处耐压船体壳板中面周向应力。建立环肋圆柱壳微分方程并根据边界条件求解，得到周向变刚度环肋圆柱壳应力计算方法。通过理论分析和模型试验验证了本计算方法。 相似文献
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海洋蕴藏着国家经济发展和国防建设不可或缺的丰富的战略资源,世界各国不断加大在国际海域活动的力度,展开了空前的技术研究与竞赛。深海活动离不开高技术运载装备的支撑,以载人潜水器为代表的运载装备不仅对资源调查与科学研究做过杰出的贡献,而且在军事领域也产生过深远的影响。文中对国内外载人潜水器的发展现状进行了重点分析,对世界范围内重型深海载人潜水器及轻型中浅海载人潜水器的进展现状进行了全面调研,同时介绍了我国"蛟龙号"、"深海勇士号"等载人潜水器发展情况,也对世界范围内载人潜水器的技术性能和应用情况进行了分析对比,在此基础上,展望了载人潜水器的发展趋势,并讨论了潜水器装备的未来技术进展。 相似文献
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2012年6月24日,神九飞船在太空成功对接天宫一号,与此同时,"蛟龙号"载人潜水器也从西太平洋的马里亚纳海沟试验海区传来捷报,中国载人潜水器"蛟龙"深潜突破7000米,最深达到7020米海底。宇航员和潜航员海 相似文献
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本文采用有限元数值解法,对某水下结构内部球面隔壁开孔加强区,在均匀压力作用下的应力状态进行计算分析,力学模型由截顶锥壳单元组成,用作者研制的球壳开孔应力分析专用程序计算。本文给出了球壳开孔区的应力及其分布,与解析解和试验值额为吻合。本文还就孔口加厚板的厚度、宽度等结构参数的变化对应力集中系数的影响,进行了系列计算和分析,给出了相应曲线,可供设计者使用和参考。本文所介绍的方法使用简便,计算效率高,有实用价值。 相似文献
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本文对潜水器的端部耐压隔壁在深潜状态下的应力和变形进行了计算,数学模型由截顶圆锥壳单元组成。本文给出了算例,计算结果与解析解、试验值颇为吻合。此外,还讨论了过渡圆半径与球面壳体半径之比r/R及半锥角α对环壳处最大应力系数的影响,结论是增大r/R或α,将使最大应力系数减小。 相似文献
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在所有海洋装备中,大深度载人潜水器代表深海技术的制高点,而大深度载人潜水器的研制所要解决的关键问题之一就是浮力材料的选择。文章概述浮力材料的分类以及浮力材料在三代大深度载人潜水器上的应用情况,并对能够满足大深度尤其是全海深载人潜水器需求的浮力材料进行对比研究。研究结果表明:微珠复合泡沫虽然能满足7 000m载人潜水器的需求,但应用在全海深载人潜水器时存在密度大和吸水率高的缺点,且不能满足1.5倍安全压力要求;陶瓷等新型浮力材料的密度小和吸水率低,是未来浮力材料的重要发展方向。本研究可为大深度载人潜水器浮力材料的选择提供一定的理论支持。 相似文献
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Present-day stress and pore pressure fields in the Cuu Long and Nam Con Son Basins, offshore Vietnam 总被引：1，自引：0，他引：1
Nguyen Thi Thanh Binh Tomochika Tokunaga Hoang Phuoc Son Mai Van Binh 《Marine and Petroleum Geology》2007,24(10):607-615
Knowledge of the in situ, or contemporary stress field is vital for planning optimum orientations of deviated and horizontal wells, reservoir characterization and a better understanding of geodynamic processes and their effects on basin evolution.This study provides the first documented analysis of in situ stress and pore pressure fields in the sedimentary formations of the Cuu Long and Nam Con Son Basins, offshore Vietnam, based on data from petroleum exploration and production wells.In the Cuu Long Basin, the maximum horizontal stress is mainly oriented in NNW–SSE to N–S in the northern part and central high. In the Nam Con Son Basin, the maximum horizontal stress is mainly oriented in NE–SW in the northern part and to N–S in the central part of the basin.The magnitude of the vertical stress has a gradient of approximately 22.2 MPa/km at 3500 m depth. Minimum horizontal stress magnitude is approximately 61% of the vertical stress magnitude in normally pressured sequences.The effect of pore pressure change on horizontal stress magnitudes was estimated from pore pressure and fracture tests data in depleted zone caused by fluid production, and an average pore pressure–stress coupling ratio (ΔSh/ΔPp) obtained was 0.66. The minimum horizontal stress magnitude approaches the vertical stress magnitude in overpressured zones of the Nam Con Son Basin, suggesting that an isotropic or strike-slip faulting stress regime may exist in the deeper overpressured sequences. 相似文献
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To predict reservoir pore pressure, we present a one-dimensional flow model that captures complicated two- and three-dimensional flow present in a dipping permeable reservoir encased in overpressured mudrock. The model incorporates the variation of mudrock permeability with effective stress and includes the effect of reservoir geometry. We find that reservoir pressure is lower when stress-dependent mudrock permeability is assumed relative to the case of constant mudrock permeability. Increased structural relief further reduces the reservoir pressure relative to the far-field pressure and increased effective stress (pore pressure is lower relative to the overburden) results in increased reservoir pressure relative to the far-field pressure. If a large fraction of the reservoir area is in deeper areas where the mudrocks are more overpressured, then the relative pressure is higher than cases where the reservoir area remains constant with depth. The model results compare favorably both to pressures predicted by a more complex numerical model that simulates basin evolution and to field observations in the Bullwinkle Basin (Green Canyon 65, Gulf of Mexico). Our model provides a quick workflow to predict excess pressures in dipping reservoirs encased in mudrock within mechanically-compacted basins. It can be used to analyze trap integrity, understand hydrocarbon migration, and improve drilling safety. 相似文献
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Tao Liu San-Peng Li Hai-lei Kou Wan-li Chai Guan-li Wei 《Marine Georesources & Geotechnology》2013,31(7):775-782
AbstractFiber Bragg Grating (FBG) technology has emerged as a relatively new sensing technology for engineering applications because of lots of advantages. In this study, a large diameter probe instrumented with FBG pressure sensors to monitor excess pore pressure in marine sediment is proposed. The principle of FBG differential pressure sensor was introduced. Laboratory tests were carried out to check the workability and stability of the FBG pressure sensor. Offshore field test was also conducted in a wharf in Qingdao of China to evaluate the feasibility of the proposed probe. The installation procedure of the probe was introduced in detail. The excess pore pressure in dissipation test, after installation and pulling process were reported. The permeability coefficient of marine sediment was calculated based on the measured data. The field data show that the proposed probe based on FBG pressure sensor has good feasibility and accuracy in monitoring the excess pore pressure of marine sediment. The generation and dissipation of excess pore pressure is closely related to the degree of soil disturbance. The variation of excess pore pressure after installation can reflect the tide well in the site. 相似文献
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从海底采集的长柱状保压天然气水合物一般不能被直接分析,需要被切割成小段再转移。保压子取样装置是在天然气水合物保压转移系统的基础上研发的,该装置能够获取任意小尺寸的带压岩心,并将其转移到测试装置中进行原位检测。介绍保压子取样的总体结构和工作原理,并分析系统压力变化的趋势,然后利用AMESim软件对压力维持部分进行仿真,最后通过水合物转移实验,验证保压子取样技术的可行性。重点讨论了蓄能器对于系统压力维持能力的影响,得出预充压力越大蓄能器保压效果越好的结论。 相似文献
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郑华 朱小华 Nakamura Hirohiko Park Jae-Hun Jeon Chanhyung 赵瑞祥 Nishina Ayako 张传正 Na Hann 朱泽南 Min Hong-Sik 《海洋学报(英文版)》2020,39(7):91-106
在2015年6月至2017年6月期间，跨越庆良间水道的由2台加载压力传感器的倒置式回声仪（PIES）和5台加载压力传感器和海流计的倒置式回声仪（CPIES）组成的观测断面获得了近2年的海底压力时间序列。该时间序列中存在着显著的21天周期的振荡（Pbot21），该信号在2016年7月至10月期间尤为强烈。Pbot21与东海陆架上的风应力旋度存在较显著的3天延迟相关，其相关系数达到0.65。本文采用正压海洋模式解释了这一信号的产生、传播以及耗散过程，模式结果显示东海陆架上的风应力旋度驱动产生Pbot21并向琉球岛链传播，而深海上的风应力旋度不能驱动产生这一信号。在陆架上，Pbot21伴随21天周期的风应力旋度由海岸向东南方向传播，但由于摩擦作用，信号在离开风场后几天内即耗散。断面能否观测到Pbot21与陆架上21天周期风应力旋度场的分布相关，长江口东南方向风应力旋度驱动的Pbot21能被观测到，而长江口东北方向产生的Pbot21不能被观测到。 相似文献
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The paper describes experimental tests carried out on three ring-stiffened cones that were tested to destruction under external hydrostatic pressure. The cones were carefully machined from EN1A Steel. All three cones failed by plastic non-symmetric bifurcation buckling in a mode commonly known as general instability. In this mode the entire ring-shell combination buckles bodily.The paper also provides a design chart using the results obtained from these three vessels, together with the results of six other vessels obtained from other tests. The design chart allows the possibility of obtaining a plastic knock down factor, so that the theoretical buckling pressures, based on elastic theory, can be divided by the plastic knockdown factor, to give the predicted buckling pressure. This method can also be used for the design of full-scale vessels. 相似文献
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Results of a numerical and experimental study into buckling performance of multi-segment pressure hull subjected to uniform hydrostatic pressure are discussed. Constituents of multi-segment configurations are bowed-out cylindrical shells with, and without flanges. Details about five collapse tests of laboratory scale mild steel, CNC machined models are given. Segments were about 200 mm diameter, 100 mm long and had uniform wall thickness of 3 mm. Experimental collapse pressures were in the range from 12 to 20 MPa. Numerical collapse pressures agreed well with those obtained during experiments. 相似文献
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Buckling behavior of cross-ply cylinders under hydrostatic pressure is investigated using a semi-analytical finite element based on a consistent first order shear deformable shell theory. Potential loss due to external pressure, also called pressure stiffness (PS) is taken into account by making use of Koiter's related energy expression. A number of verification problems are solved and the numerical results are compared with the analytical results available in the literature and excellent agreement is observed. New numerical results are presented to assess the effect of PS on buckling due to hydrostatic pressure. It is shown that PS causes a decrease in the buckling load and this decrease depends on the size of the cylinder and the material. Also, issues related to thickness optimization are examined and optimal lamina thicknesses are determined for a number of cases with and without PS taken into account. 相似文献
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在薄片炸药冲击试验中,所产生的均布流场压力会对波纹板防爆墙造成中拱效果,但该作用机理尚未明确。在该试验的比较基础上,通过流固耦合法对薄片炸药所产生的流场压力变化开展研究。在分析波纹面板及空气的压力分布变化后,发现并揭示了波纹面板上出现第二次压力峰值和自由边压力耗散现象的机理。在此基础上定量分析了薄片炸药量和槽型深度对流场压力和波纹面板变形的变化规律。研究发现,随着炸药量增加,二次压力峰值将使波纹面板中拱现象愈加明显,而槽型深度会加大压力峰值。文中机理和定量分析可为海洋平台防爆结构的设计分析提供补充参考。 相似文献