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吸氧排氮对家兔低气压暴露时气泡产生的影响(英文)
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作者 王永春 孙喜庆 +3 位作者 张舒 吴燕红 倪鹤鹦 全海曦 《航天医学与医学工程》 CAS CSCD 北大核心 2004年第2期89-92,共4页
目的探讨不同时间的吸氧排氮方案对高空减压病的预防效果。方法 2 4只家兔随机分为对照组、吸氧排氮 30、60和 1 2 0min组 4组。麻醉后行机械通气 ,分别吸氧排氮 0、30、60和 1 2 0min后上升至 1 10 0 0m停留 30min ,用超声多普勒技术... 目的探讨不同时间的吸氧排氮方案对高空减压病的预防效果。方法 2 4只家兔随机分为对照组、吸氧排氮 30、60和 1 2 0min组 4组。麻醉后行机械通气 ,分别吸氧排氮 0、30、60和 1 2 0min后上升至 1 10 0 0m停留 30min ,用超声多普勒技术检测气泡产生情况。结果高空减压时气泡首次检出时间随着吸氧排氮时间的增加而延长 ,吸氧排氮 60min和 1 2 0min组家兔气泡首次检出时间较对照组显著延长 (P<0 .0 1 ) ,气泡首次检出时间与吸氧排氮时间呈正相关关系 (P <0 .0 1 ) ;累积气泡数随着吸氧排氮时间的增加而减少 ,吸氧排氮 60min和 1 2 0min组家兔累积气泡数较对照组显著减少 (P <0 .0 1 ) ,累积气泡数与吸氧排氮时间呈负相关关系 (P <0 .0 1 )。结论吸氧排氮 60min和 1 2 0min两种方案可以显著减少兔由地面上升到 1 1 0 0 0m高空减压时气泡的产生。 展开更多
关键词 吸氧排氮 低压暴露 气泡 减压病 预吸氧
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DDM regression analysis of the in-situ stress field in a non-linear fault zone 被引量:9
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作者 Ke Li Ying-yi Wang Xing-chun Huang 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2012年第7期567-573,共7页
A multivariable regression analysis of the in-situ stress field, which considers the non-linear deformation behavior of faults in practical projects, is presented based on a newly developed three-dimensional displacem... A multivariable regression analysis of the in-situ stress field, which considers the non-linear deformation behavior of faults in practical projects, is presented based on a newly developed three-dimensional displacement discontinuity method (DDM) program. The Bar- ton-Bandis model and the Kulhaway model are adopted as the normal and the tangential deformation model of faults, respectively, where the Mohr-Coulomb failure criterion is satisfied. In practical projects, the values of the mechanical parameters of rock and faults are restricted in a bounded range for in-situ test, and the optimal mechanical parameters are obtained from this range by a loop. Comparing with the traditional finite element method (FEM), the DDM regression results are more accurate. 展开更多
关键词 displacement discontinuity method (DDM) in-situ stress regression analysis FAULTS ROCK
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Research on Hydrodynamics Model Test for Deepsea Open-Framed Remotely Operated Vehicle 被引量:6
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作者 范士波 连琏 任平 《China Ocean Engineering》 SCIE EI 2012年第2期329-339,共11页
This paper presents the features of newly designed hydrodynamics test for the scaled model of 4500 m deepsea open-framed remotely operated vehicle (ROV), which is being researched and developed by Shanghai Jiao Tong... This paper presents the features of newly designed hydrodynamics test for the scaled model of 4500 m deepsea open-framed remotely operated vehicle (ROV), which is being researched and developed by Shanghai Jiao Tong University. Accurate hydrodynamics coefficients measurement and spatial modeling of ROV are significant for the maneuverability and control algorithm. The scaled model of ROV was constructed by 1:1.6. Hydrodynamics coefficients were measured through VPMM and LAHPMM towing test. And dynamics model was derived as a set of equations, describing nonlinear and coupled 5-DOF spatial motions. Rotation control motion was simulated to verify spatial model proposed. Research and application of hydrodynamics coefficients are expected to enable ROV to overcome uncertainty and disturbances of deepsea environment, and accomplish some more challengeable and practical missions. 展开更多
关键词 Remotely Operated Vehicle (ROV) model test hydrodynamics coefficients motion modeling
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Propagation simulation and dilatancy analysis of rock joint using displacement discontinuity method 被引量:4
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作者 李科 黄伦海 黄醒春 《Journal of Central South University》 SCIE EI CAS 2014年第3期1184-1189,共6页
A revised displacement discontinuity method(DDM) program is developed for the simulation of rock joint propagation and dilatancy analysis. The non-linear joint model used in the program adopts Barton-Bandis normal def... A revised displacement discontinuity method(DDM) program is developed for the simulation of rock joint propagation and dilatancy analysis. The non-linear joint model used in the program adopts Barton-Bandis normal deformation model, Kulhaway shear deformation model and Mohr-Coulomb criterion. The joint propagation criterion is based on the equivalent stress intensity factor which can be obtained by regression analysis. The simulated rock joint propagation accords well with the existing knowledge. The closure and opening of joint is investigated by DDM, and it is shown that if the opening volume of propagated joint is larger than closure volume of the old joint, the joint dilatancy occurs. The dilatancy condition is mainly controlled by the normal stiffness of the rock joint. When the normal stiffness is larger than the critical value, joint dilatancy occurs. The critical normal stiffness of rock joint changes with the joint-load angle, and joint dilatancy is most possible to occur at 30°. 展开更多
关键词 位移不连续法 传播模拟 岩石节理 MOHR-COULOMB准则 扩容 应力强度因子 程序开发 变形模型
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Numerical Simulation of Non-linear Joint Using Displacement Discontinuity Method
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作者 李科 王颖轶 黄醒春 《Journal of Donghua University(English Edition)》 EI CAS 2012年第4期295-298,共4页
An iterative algorithm for modeling of non-linear joint by the displacement discontinuity method (DDM) was described, and the effect of the non-linear joint on the in-situ stress field was investigated in this paper. ... An iterative algorithm for modeling of non-linear joint by the displacement discontinuity method (DDM) was described, and the effect of the non-linear joint on the in-situ stress field was investigated in this paper. The Barton-Bandis (BB) non-linear joint model and failure criterion were adopted in the new DDM program. Using this program, the stress field around the non-linear joint was obtained, the parameters analysis of the joint was carried out, and the deformation and stress distribution of the joint were studied. The simulation results show that: (1)the in-situ stress is significantly affected by the joint; (2)the increase of stiffness, friction angle, and thickness of the joint affect the stress concentration in different ways; (3)the influence distance of the joint changes with the angle of the joint; (4)the deformation and stress of the joint change with the point position. 展开更多
关键词 displacement discontinuity method (DDM) non-linear joint model linear joint model stress field displacement field
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OBLIQUE TOWING TEST AND MANEUVER SIMULATION AT LOW SPEED AND LARGE DRIFT ANGLE FOR DEEP SEA OPEN-FRAMED REMOTELY OPERATED VEHICLE 被引量:5
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作者 FAN Shi-bo LIAN Lian +1 位作者 REN Ping HUANG Guo-liang 《Journal of Hydrodynamics》 SCIE EI CSCD 2012年第2期280-286,共7页
This article presents the newly designed oblique towing test in the horizontal plane for the scaled model of 4 500 m deep sea open-framed Remotely Operated Vehicle (ROV),which is being researched and developed by Sh... This article presents the newly designed oblique towing test in the horizontal plane for the scaled model of 4 500 m deep sea open-framed Remotely Operated Vehicle (ROV),which is being researched and developed by Shanghai Jiao Tong University.Accurate hydrodynamics coefficients measurement is significant for the maneuverability and control system design.The scaled model of ROV was constructed by 1:1.6.Hydrodynamics tests of large drift angle were conducted through Large Amplitude Horizontal Planar Motion Mechanism (LAHPMM) under low speed.Multiple regression method is adopted to process the test data and obtain the related hydrodynamic coefficients.Simulations were designed for the horizontal plane motion of large drift angle to verify the coefficients calculated.And the results show that the data can satisfy with the design requirements of the ROV developed. 展开更多
关键词 Remotely Operated Vehicle (ROV) scaled model large drift angle multiple regression Large Amplitude Horizontal Planar Motion Mechanism (LAHPMM)
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Research on the Performance of Passive Heave Compensator for Tethered Remotely Operated Vehicle System 被引量:5
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作者 吴开塔 姚宝恒 +2 位作者 付斌 任平 连琏 《Journal of Shanghai Jiaotong university(Science)》 EI 2011年第1期40-44,共5页
A passive heave compensator is designed to enhance the operation safety of a 4.5 km remotely operated vehicle (ROV).This paper proposes a novel idea of designing a compensator with relatively low natural period to opt... A passive heave compensator is designed to enhance the operation safety of a 4.5 km remotely operated vehicle (ROV).This paper proposes a novel idea of designing a compensator with relatively low natural period to optimize gas volume and while adding a special device to remove the problem of ineffectiveness and resonance in long seas.Numerical simulations are done based on serious dynamic model of the whole system,including the compensator,the umbilical tether and the vehicle,solved by the fourth-order Runge-Kutta scheme.The compensator provides great attenuation of motion and tension in most sea states.As the working depth increases,the system natural period decreases,resulting in the occurrence of risk of resonance.By regulating the system damping,the compensator can be effective in these situations. 展开更多
关键词 heave compensation spring isolation nonlinear dynamics damping control
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Regression Analysis of Initial Stress Field Around Faults Based on Fault Throw by Displacement Discontinuity Method 被引量:1
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作者 李科 王颖轶 黄醒春 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第4期474-478,共5页
The back analysis of initial stress is usually based on measured stress values, but the measuring of initial stress demands substantial investment. Therefore, amounts of underground engineering have no measured initia... The back analysis of initial stress is usually based on measured stress values, but the measuring of initial stress demands substantial investment. Therefore, amounts of underground engineering have no measured initial stress data, such as tunneling engineering. Focusing on this problem, a new back analysis method which does not need measured initial stress data is developed. The fault is assumed to be caused by initial load, the displacement discontinuity method (DDM) which considered non-linear fault is adopted to establish a numerical model of the engineering site, and the multivariable regression analysis of the initial stress field around the faults is carried out based on the fault throw. The result shows that the initial stress field around the faults is disturbed significantly, stress concentration appears in the tip zone, the regressive fault throw matches the measured values well, and the regressive initial stress field is reliable. 展开更多
关键词 土力学 FEM DDM 压力测量
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THE INFLUENCE OF N_2-O-2 AND He-O_2 SATURATION DIVING ON ELECTROENCEPHALOGRAM OF HUMAN BODIESS
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作者 石中瑗 赵德铭 +2 位作者 梅秀华 刘泽人 沈同妹 《Science China Chemistry》 SCIE EI CAS 1989年第12期1436-1448,共13页
This paper reports the changes of the EEG of human bodies during saturation ex-posure at different depths to different mixed gases. The results of the research show thatthe most obvious on EEG was the appearance of di... This paper reports the changes of the EEG of human bodies during saturation ex-posure at different depths to different mixed gases. The results of the research show thatthe most obvious on EEG was the appearance of diffused slow waves, usually θ wavesof 4- 7 times/s, and δ waves of 2- 3 times/s within individual subjects. The EEG changesat 50 m were more obvious than those at 36 .5 m. With the prolonging of time under highpressure, the EEG had some improvements, for instance, the slow waves decreased andthe α waves increased. There was a certain relationship between these changes and thesymptoms which appeared in the human body. The chief factor of the EEG changes isdue to the effect of nitrogen narcosis during the oxygen-nitrogen diving experiment. Inaddition, carbon dioxide retention under the high pressure is also a factor of the EEGchanges, because repeated inhaling of CO<sub>2</sub>-dense mixtures could aggravate the EEGchanges and the reduction of carbon dioxide in humans by hyperventilation could 展开更多
关键词 helium-oxygen nitrogen-oxygen SATURATION DIVING ELECTROENCEPHALOGRAM
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Equivalent Continuum Model of Rock Mass with Arbitrary Fractures
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作者 WANG Ying-yi LI Ke HUANG Xing-chun 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第3期293-297,共5页
The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is composed of the ... The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is composed of the rock part and the fracture part. The elasto-visco-plastic property is considered in this model. For the convenience in engineering practice, the complex elasto-visco-plastic model and its equivalent modulus are degraded, and the rock is taken as an elastic body. By statistical analysis of the geometric positions of the column and the fracture, the equivalent modulus of rock mass with arbitrary fractures is obtained. 展开更多
关键词 土力学 土工试验 工程地质学 岩体力学
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