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81.
Research purposes: In order to further study the reinforcement of prestressed anchor frame beam in the deep cutting slope under three dimensional strong earthquake, a model of the deep cutting slope is built through FLAC 3D simulation software, the seismic wave to the model from three directions of x,y and z is input, and the dynamic response of the slope is analyzed. Then, the prestressed anchor frame beam reinforcement measures are applied to the model, and this paper analyzes the reinforcement effect of the prestressed anchor frame beam to the deep cutting slope under three dimensional strong earthquake. Research conclusions:(1) The prestressed anchor frame beam has a good effect on restraining the horizontal displacement of the deep cutting slope. (2) Under the three dimensional strong earthquake, the prestressed anchor frame beam has a good effect on the horizontal acceleration and horizontal velocity of the deep cutting slope, which reduces the peak of horizontal acceleration and horizontal velocity. (3) Through the comparison of the response before and after the reinforcement of the prestressed anchor frame beam is given under the 9 degrees three dimensional strong earthquake, it can be concluded that the prestressed anchor frame beam can provide good reinforcement effect to the deep cutting slope. (4) This research can be used for reference to the earthquake resistance of the slope engineering. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.  相似文献   
82.
依据UIC510—3:1994规定的疲劳试验加载方法,基于有限元法研究了不同左右曲线变换次数取值时高速货车转向架焊接构架及摇枕疲劳关注部位累积损伤的变化程度及规律。仿真结果及综合分析表明,当左右曲线变换次数取值变化并不十分显著时,其对结构疲劳损伤影响很小,样机疲劳试验中可直接应用UIC规范中的建议值。  相似文献   
83.
对目前货车转向架装用的JC型双作用弹性旁承体进行了非线性有限元计算,分析了旁承体两侧翼橡胶层在安装及工作时的应力,给出了JC型双作用弹性旁承体在安装时的相关建议。  相似文献   
84.
介绍了出口马达加斯加米轨转向架的主要技术参数、结构特点及有关计算和试验情况.  相似文献   
85.
对主动导向转向架的半车模型进行了多体动力学计算,并进行了滚动台试验,计算结果和试验结果基本一致。将半车模型扩展为整车模型后,进行了计算分析,研究结果表明,主动导向转向架可以大大提高转向架的曲线通过性能。  相似文献   
86.
针对石家庄西变电所施工改造中,2008年3月发生的变电所母线和变压器换相连接问题,利用理论和测试的方法进行了分析,找出了原因。同时结合运行和施工中其他2例换相故障,提出了几项切实可行的措施。  相似文献   
87.
激光堆焊工艺在修造领域的应用现状及发展趋势   总被引:1,自引:0,他引:1  
本文详细阐述了激光堆焊工艺在工业修造领域的应用现状及发展趋势,介绍了激光束的能源、输送和聚焦系统、堆焊材料及激光设备。重点说明了其在修造领域的应用工艺。  相似文献   
88.
A simple formulation for predicting the ultimate strength of ships   总被引:11,自引:0,他引:11  
The aim of this study is to derive a simple analytical formula for predicting the ultimate collapse strength of a single- and double-hull ship under a vertical bending moment, and also to characterize the accuracy and applicability for earlier approximate formulations. It is known that a ship hull will reach the overall collapse state if both collapse of the compression flange and yielding of the tension flange occur. Side shells in the vicinity of the compression and the tension flanges will often fail also, but the material around the final neutral axis will remain in the elastic state. Based on this observation, a credible distribution of longitudinal stresses around the hull section at the overall collapse state is assumed, and an explicit analytical equation for calculating the hull ultimate strength is obtained. A comparison between the derived formula and existing expressions is made for largescale box girder models, a one-third-scale frigate hull model, and full-scale ship hulls.List of symbols A B total sectional area of outer bottom - A B total sectional area of inner bottom - A D total sectional area of deck - A S half-sectional area of all sides (including longitudinal bulkheads and inner sides) - a s sectional area of a longitudinal stiffener with effective plating - b breadth of plate between longitudinal stiffeners - D hull depth - D B height of double bottom - E Young's modulus - g neutral axis position above the base line in the sagging condition or below the deck in the hogging condition - H depth of hull section in linear elastic state - I s moment of inertia of a longitudinal stiffener with effective plating - l length of a longitudinal stiffener between transverse beams - M E elastic bending moment - M p fully plastic bending moment of hull section - M u ultimate bending moment capacity of hull section - M uh ,M us ultimate bending moment in hogging or sagging conditions - r radius of gyration of a longitudinal stiffener with effective plating [=(I s /a s )1/2] - t plate thickness - Z elastic section modulus at the compression flange - Z B ,Z D elastic section modulus at bottom or deck - slenderness ratio of plate between stiffeners [= (b/t)(y/E)1/2] - slenderness ratio of a longitudinal stiffener with effective plating [=(l/r)(y/E)1/2] - y yield strength of the material - yB , yB , yD yield strength of outer bottom, inner bottom - yS deck, or side - u ultimate buckling strength of the compression flange - uB , uB , uD ultimate buckling strength of outer bottom - uS inner bottom, deck, or side  相似文献   
89.
The behavior of a ship encountering large regular waves from astern at low frequency is the object of investigation, with a parallel study of surf-riding and periodic motion paterns. First, the theoretical analysis of surf-riding is extended from purely following to quartering seas. Steady-state continuation is used to identify all possible surf-riding states for one wavelength. Examination of stability indicates the existence of stable and unstable states and predicts a new type of oscillatory surf-riding. Global analysis is also applied to determine the areas of state space which lead to surf-riding for a given ship and wave conditions. In the case of overtaking waves, the large rudder-yaw-surge oscillations of the vessel are examined, showing the mechanism and conditions responsible for loss of controllability at certain vessel headings.List of symbols c wave celerity (m/s) - C(p) roll damping moment (Ntm) - g acceleration of gravity (m/s2) - GM metacentric height (m) - H wave height (m) - I x ,I z roll and yaw ship moments of inertia (kg m2) - k wave number (m–1) - K H ,K W ,K R hull reaction, wave, rudder, and propeller - K p forces in the roll direction (Ntm) - m ship mass (kg) - n propeller rate of rotation (rpm) - N H ,N W ,N R hull reaction, wave, rudder, and propeller - N P moments in the yaw direction (Ntm) - p roll angular velocity (rad/s) - r rate-of-turn (rad/s) - R(,x) restoring moment (Ntm) - Res(u) ship resistance (Nt) - t time (s) - u surge velocity (m/s) - U vessel speed (m/s) - v sway velocity (m/s) - W ship weight (Nt) - x longitudinal position of the ship measured from the wave system (m) - x G ,z G longitudinal and vertical center of gravity (m) - x S longitudinal position of a ship section (S), in the ship-fixed system (m) - X H ,X W ,X R hull reaction, wave, rudder, and propeller - X P forces in the surge direction (Nt) - y transverse position of the ship, measured from the wave system (m) - Y H ,Y W ,Y R hull reaction, wave, rudder, and propeller - Y p forces in the sway direction (Nt) - z Y vertical position of the point of action of the lateral reaction force during turn (m) - z W vertical position of the point of action of the lateral wave force (m) Greek symbols angle of drift (rad) - rudder angle (rad) - wavelength (m) - position of the ship in the earth-fixed system (m) - water density (kg/m3) - angle of heel (rad) - heading angle (rad) - e frequency of encounter (rad/s) Hydrodynamic coefficients K roll added mass - N v ,N r yaw acceleration coefficients - N v N r N rr N rrv ,N vvr yaw velocity coefficients K. Spyrou: Ship behavior in quartering waves - X u surge acceleration coefficient - X u X vr surge velocity coefficients - Y v ,Y r sway acceleration coefficients - Y v ,Y r ,Y vv ,Y rr ,Y vr sway velocity coefficients European Union-nominated Fellow of the Science and Technology Agency of Japan, Visiting Researcher, National Research Institute of Fisheries Engineering of Japan  相似文献   
90.
A new microeconomic model for the operation of an airline facing modal competition with uncertain total demand is developed to analyze optimal price capacity combinations. The novelty is the treatment of the capacity restriction, which is not viewed as affecting negatively individual preferences (e.g. probability of a full flight), but does influence aggregate utility. A mode choice model is used to represent unrestricted individual preferences assuming full availability (phone call demand); air capacity is treated as a variable that acts on the actual choice set. Restricted choices and total demand stochasticity are integrated in welfare calculations (users' benefits and profits). Numerical examples are given and results are analyzed in terms of load factors fare levels, and sensitivity to the stochasticity of requests.This research was partially funded by FONDECYT, Chile, Direction Génerale de l'Aviation Civile, France, the Andes Foundation and the Fulbright Commission.  相似文献   
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