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A review of modeling,simulation,and control technologies of altitude ground test facilities for control application 被引量:6
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作者 Xitong PEI Xi WANG +6 位作者 Jiashuai LIU Meiyin ZHU Zhihong DAN Ai HE Keqiang MIAO Louyue ZHANG Zheng XU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2023年第9期38-62,共25页
As the pivotal test equipment of aero-engines design,finalization,improvement,modification,etc.,the Altitude Ground Test Facilities(AGTF)plays an important role in the research and development of the aero-engines.With... As the pivotal test equipment of aero-engines design,finalization,improvement,modification,etc.,the Altitude Ground Test Facilities(AGTF)plays an important role in the research and development of the aero-engines.With the rapid development of advanced high-performance aeroengine,the increasing demand of high-altitude simulation test is driving AGTF to improve its test ability and level of automation and intelligence.The modeling method,simulation tool,and control technology are the key factors to support the improvement of the AGTF control system.The main purpose of this paper is to provide an overview of modeling methods,simulation tools,and control technologies in AGTF control system for future research.First,it reviews the evolution of AGTF in the world,from the early formative stage to integration stage.Then,the mathematical modeling method of AGTF for control application is overviewed.Furthermore,the simulation tools used in the AGTF control system are overviewed from numerical simulation to hardware-in-loop simulation and further to semi-physical simulation.Meanwhile,the control technologies used in the AGTF control system are summarized from single-variable control to multivariable integrated control,and from classical control theory to modern control theory.Finally,recommendations for future research are outlined.Therefore,this review article provides extensive literature information for the modeling,simulation,and control design of AGTF for control application. 展开更多
关键词 Altitude ground test facilities Control system Modeling and simulation Robust control Temperature and pressure control
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Real-time modular dynamic modeling for compression system of altitude ground test facilities 被引量:2
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作者 Yang SU Xuejiang CHEN +2 位作者 Xin WANG Xiaodong LI Xiaoming LIU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2023年第5期202-211,共10页
Modeling of a centrifugal compressor is of great significance to surge characteristics and fluid dynamics in the Altitude Ground Test Facilities(AGTF).Real-time Modular Dynamic System Greitzer(MDSG)modeling for dynami... Modeling of a centrifugal compressor is of great significance to surge characteristics and fluid dynamics in the Altitude Ground Test Facilities(AGTF).Real-time Modular Dynamic System Greitzer(MDSG)modeling for dynamic response and simulation of the compression system is introduced.The centrifugal compressor,pipeline network,and valve are divided into pressure output type and mass flow output type for module modeling,and the two types of components alternate when the system is established.The pressure loss and thermodynamics of the system are considered.An air supply compression system of AGTF is modeled and simulated by the MDSG model.The simulation results of mass flow,pressure,and temperature are compared with the experimental results,and the error is less than 5%,which demonstrates the reliability,practicability,and universality of the MDSG model. 展开更多
关键词 Altitude ground test Facilities(AGTF) Compression modeling Dynamic simulation Real-time modelling Modular Dynamic System Greitzer(MDSG)modeling
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Simplified Removable Ground Test-Bed for Testing Turbofan Engine
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作者 李文峰 王永生 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2003年第3期138-141,共4页
A new simplified removable ground test-bed was designed for testing a certainturbofan engine. The facilities are 5.5 m long, 1.5 m wide, 2.2 m high and not more than 4. 5 t ofits empty weight. There are four rubber wh... A new simplified removable ground test-bed was designed for testing a certainturbofan engine. The facilities are 5.5 m long, 1.5 m wide, 2.2 m high and not more than 4. 5 t ofits empty weight. There are four rubber wheels that could be towed. There is an independentelectrical measurement and control system to test the rotational speed of rotors, the gas pressureof the compressor, the exhaust gas temperature, etc. Cooperated with the oil truck and the electricpower supply truck, the turbofan engine could be preserved on the ground and started to the idlingregime. While running, the parameter of the engine could be recorded, disposed and displayed. Inaddition, the facilities were successfully applied to the plateau experiment in order to researchhow the atmosphere pressure affects the start of engines. Some data are given in the paper. 展开更多
关键词 turbofan engine simplified type REMOVABLE test-BED ground test facilities
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A novel intelligent adaptive control of laser-based ground thermal test 被引量:1
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作者 Gan Zhengtao Yu Gang +4 位作者 Li Shaoxia He Xiuli Chen Ru Zheng Caiyun Ning Weijian 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2016年第4期1018-1026,共9页
Laser heating technology is a type of potential and attractive space heat flux simulation technology, which is characterized by high heating rate, controlled spatial intensity distribution and rapid response. However,... Laser heating technology is a type of potential and attractive space heat flux simulation technology, which is characterized by high heating rate, controlled spatial intensity distribution and rapid response. However, the controlled plant is nonlinear, time-varying and uncertainty when implementing the laser-based heat flux simulation. In this paper, a novel intelligent adaptive controller based on proportion-integration-differentiation (PID) type fuzzy logic is proposed to improve the performance of laser-based ground thermal test. The temperature range of thermal cycles is more than 200 K in many instances. In order to improve the adaptability of controller, output scaling factors are real time adjusted while the thermal test is underway. The initial values of scaling factors are optimized using a stochastic hybrid particle swarm optimization (H-PSO) algorithm. A validating system has been established in the laboratory. The performance of the proposed controller is evaluated through extensive experiments under different operating conditions (reference and load disturbance). The results show that the proposed adaptive controller performs remarkably better compared to the conventional PID (PID) controller and the conventional PID type fuzzy (F-PID) controller considering performance indicators of overshoot, settling time and steady state error for laser-based ground thermal test. It is a reliable tool for effective temperature control of laser-based ground thermal test. (C) 2016 Chinese Society of Aeronautics and Astronautics. Production and hosting by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license. 展开更多
关键词 Adaptive control Fuzzy logic ground thermal test Laser heating Thermal control
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Study on Liquefying Simulation Test of Retaining Structure Ground of Kobe Port
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作者 Fang Yun Faculty of Environmental Science and Geotechnique, China University of Geosciences, Wuhan 430074 Ghalandarzadeh A. Towhata I. Orita T. Department of Civil Engineering, University of Tokyo, Japan 《Journal of Earth Science》 SCIE CAS CSCD 1998年第2期82-84,共3页
In order to clarify the deformation and failure mechanism of retaining structure ground under liquefying, a series of shaking table tests was performed. The test results suggest that the strength decrease and local li... In order to clarify the deformation and failure mechanism of retaining structure ground under liquefying, a series of shaking table tests was performed. The test results suggest that the strength decrease and local liquefaction of subsoil are the leading factors in the deformation and failure of retaining structures. The movement of the ground mainly manifests the lateral displacement under liquefaction. At the backfill layer, liquefaction will be rapidly reached in far field whereas the excess pore pressure is slowly increased nearby the wall under shaking. 展开更多
关键词 retaining structure simulating test ground liquefaction.
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Discussion on bearing capacity of soft rock ground based on in-situ load test
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作者 Gao Wenhua Zhu Jianqun Huang Ziyong Liu Dong 《Engineering Sciences》 EI 2010年第4期37-41,共5页
The suitability of five methods was discussed here,taking the typical results from in-situ load test of Renshou Mansion and Caifu Plaza in Yueyang City for example.It shows that bearing capacity can be obtained by the... The suitability of five methods was discussed here,taking the typical results from in-situ load test of Renshou Mansion and Caifu Plaza in Yueyang City for example.It shows that bearing capacity can be obtained by the proportion load and limit load from p-s curve with the first and the second point of contraflexure easily.It is recommended that the accurate value of bearing capacity can be obtained by hyperbola fitting method and minimum curvature radius method theoretically.The rebound method is clear in principle,in which the elastoplasticity characteristic is thought about.Out of consideration for the unsteadiness and unobviousness of bearing capacity from relative settlement method,it can be only adopted as reference.So bearing capacity of soft rock ground should be determined by weathering condition of soft rock and curve type. 展开更多
关键词 rock mechanics soft rock bearing capacity of ground in-situ load test of rock ground characteristic curve
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Testing Research about Characteristic Parameters of the Grounding Device at 750 kV Substation of Riyue Mountain,Qinghai
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作者 Chengshan Yang Yanjun Xin 《Meteorological and Environmental Research》 CAS 2013年第8期14-16,20,共4页
750 kV substation of Riyue Mountain, Qinghai is a substation that annual average thunderstorm days are the maximum at the same volt- age level and altitude in the wodd. We detailedly described testing methods and step... 750 kV substation of Riyue Mountain, Qinghai is a substation that annual average thunderstorm days are the maximum at the same volt- age level and altitude in the wodd. We detailedly described testing methods and steps of 6 characteristic parameters for grounding device of 750 kV substation by using 8000S comprehensive test system, and scientifically judged overall performance of the grounding device. Moreover, we espe- cially emphasized key and difficult points in testing process, providing reference for the majority of grounding test workers. 展开更多
关键词 750 kV substation grounding device Characteristic parameters testing research China
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Testing the groundwater pollution by using ground penetrating radar
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《Global Geology》 1998年第1期102-102,共1页
关键词 testing the groundwater pollution by using ground penetrating radar
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不同剪跨比钢筋混凝土框架振动台倒塌试验研究
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作者 张亮泉 张云波 +1 位作者 刘昊东 张昊宇 《世界地震工程》 北大核心 2026年第1期34-47,共14页
震害调查显示,薄弱层的破坏是造成钢筋混凝土框架结构倒塌的主要原因之一,且框架柱剪跨比与柱的破坏形式密切相关。实际地震动往往呈现三维特征,而三维地震动下不同剪跨比钢筋混凝土框架的抗倒塌性能仍有待研究。对此开展了三维地震动下... 震害调查显示,薄弱层的破坏是造成钢筋混凝土框架结构倒塌的主要原因之一,且框架柱剪跨比与柱的破坏形式密切相关。实际地震动往往呈现三维特征,而三维地震动下不同剪跨比钢筋混凝土框架的抗倒塌性能仍有待研究。对此开展了三维地震动下3个不同剪跨比的缩尺钢筋混凝土框架薄弱层振动台倒塌试验研究。试验结果表明:不同剪跨比的框架柱破坏形式存在明显差异,随着剪跨比的增大,柱子由锚固破坏和压剪破坏为主的脆性破坏变为延性较好的压弯破坏;对楼层加速度放大系数、柱平均轴力及平均动轴压比的分析表明,竖向地震动作用下柱轴力可能出现剧烈波动,使得框架柱更易发生受压和剪切破坏。基于试验结果给出如下抗倒塌建议:在竖向地震作用风险较高的地区,钢筋混凝土框架结构的薄弱层框架柱宜适当减小轴压比限值,或在轴压比计算时适当考虑竖向地震动的影响;当剪跨比较小时建议沿柱身全长配置加强箍筋,避免柱子在非箍筋加密区出现受压和剪切破坏;我国《建筑设计抗震规范》(GB 50011—2010)对RC框架的抗倒塌侧移角限值(1/50)均低于本次试验中各框架极限状态下的最大层间侧移角,具有较好的安全冗余度。 展开更多
关键词 RC框架结构薄弱层 剪跨比 振动台试验 三向地震动加载 倒塌机制
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A numerical optimization of high altitude testing facility for wind tunnel experiments 被引量:12
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作者 J.Bruce Ralphin Rose G.R.Jinu C.J.Brindha 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2015年第3期636-648,共13页
Abstract High altitude test facilities are required to test the high area ratio nozzles operating at the upper stages of rocket in the nozzle full flow conditions. It is typically achieved by creating the ambient pres... Abstract High altitude test facilities are required to test the high area ratio nozzles operating at the upper stages of rocket in the nozzle full flow conditions. It is typically achieved by creating the ambient pressure equal or less than the nozzle exit pressure. On average, air/GN2 is used as active gas for ejector system that is stored in the high pressure cylinders. The wind tunnel facilities are used for conducting aerodynamic simulation experiments at/under various flow velocities and operating conditions. However, constructing both of these facilities require more laboratory space and expensive instruments. Because of this demerit, a novel scheme is implemented for conducting wind tunnel experiments by using the existing infrastructure available in the high altitude testing (HAT) facility. This article presents the details about the methods implemented for suitably modifying the sub-scale HAT facility to conduct wind tunnel experiments. Hence, the design of nozzle for required area ratio A/A*, realization of test section and the optimized configuration are focused in the present analysis. Specific insights into various rocket models including high thrust cryogenic engines and their holding mechanisms to conduct wind tunnel experiments in the HAT facility are analyzed. A detailed CFD analysis is done to propose this conversion without affecting the existing functional requirements of the HAT facility. 展开更多
关键词 CFD Enclosed free-jet section ground testing High altitude testing (HAT)facility OPTIMIZATION
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桩承式格梁路堤土拱效应演化与荷载传递特性模型试验
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作者 芮瑞 欧阳俊忠 +4 位作者 杨海青 李晓 杨金可 王广宇 刘吉福 《中国公路学报》 北大核心 2026年第1期212-221,共10页
桩承式格梁路堤因具有良好的整体稳定性而逐渐在工程实践中应用,然而由于边界效应的改变,其荷载传递特性与传统的桩帽结构桩承式路堤存在差别。采用自主研发的阵列式活动门装置,开展2种桩梁面积置换率和3种填料高度的桩承式格梁路堤三... 桩承式格梁路堤因具有良好的整体稳定性而逐渐在工程实践中应用,然而由于边界效应的改变,其荷载传递特性与传统的桩帽结构桩承式路堤存在差别。采用自主研发的阵列式活动门装置,开展2种桩梁面积置换率和3种填料高度的桩承式格梁路堤三维模型试验,并与桩帽结构桩承式路堤试验进行对比,对其土拱效应演化规律以及荷载分布规律进行探讨。结果表明:随着桩梁面积置换率的增加,路堤荷载向桩梁的转移效率提高,土拱衰减速率减小;随着填料高度的增加,土拱效应发挥程度增强,土拱效应发挥程度至最高时所需要的桩间土下沉量增加;桩承式格梁路堤在土拱效应发挥程度最高时格梁中心位置承受竖向荷载较大,随着填料高度的增加,格梁上的竖向荷载分布趋于均匀。在相同面积置换率和填料高度下,桩承式格梁路堤的土拱效应发挥程度略低于传统桩帽结构的桩承式路堤,但土拱稳定性较差,随桩间土下沉急剧衰减,地基反应曲线恢复段斜率是传统桩帽结构路堤的3.91~59.8倍。桩承式格梁路堤宜采用高强度加筋材料以控制土拱衰减率。 展开更多
关键词 路基工程 桩承式格梁路堤 活动门试验 土拱效应 地基反应曲线
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软土夹层地基上的互锁式L型沉箱稳定性试验研究
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作者 陈树理 郭伟 +1 位作者 任宇晓 陈伟 《岩土力学》 北大核心 2026年第1期49-60,共12页
互锁式L型沉箱作为一种新型沉箱结构,能够有效应对复杂海洋环境荷载。该结构在深水港码头、防波堤和人工岛等海洋基础设施中具有广阔的应用前景。通过室内加载模型试验,探究了所提出的互锁式L型沉箱(interlocking L-shaped caisson,简称... 互锁式L型沉箱作为一种新型沉箱结构,能够有效应对复杂海洋环境荷载。该结构在深水港码头、防波堤和人工岛等海洋基础设施中具有广阔的应用前景。通过室内加载模型试验,探究了所提出的互锁式L型沉箱(interlocking L-shaped caisson,简称ILC)替代传统L型沉箱(conventional L-shaped caisson,简称CLC)的可行性。研究了相邻ILC形成的六棱柱空腔内部的填充材料、地基类型和荷载形式对沉箱码头稳定性的影响。与CLC码头相比,在条形荷载下采用碎石或混凝土块联锁加固的ILC码头极限承载力分别提高了15.5%和20.1%。混凝土块联锁加固的ILC码头具有更优的承载性能。随着软土夹层地基替代砂土地基,ILC码头的极限承载力降低,其破坏模式由倾覆破坏变为整体失稳破坏,破坏面形态由直线-圆弧状变为多折线状。随着作用范围更小的集中荷载替代条形荷载,ILC码头的整体性变差,极限承载力显著降低,沉箱附近回填土表面沉降增大。 展开更多
关键词 海洋基础设施 互锁式L型沉箱 软土夹层地基 模型试验 稳定性
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试验加载对双气腔缓冲器突伸性能影响研究
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作者 崔盼礼 贺尔铭 +2 位作者 卢学峰 杨正权 王彬文 《航空工程进展》 2026年第1期167-173,共7页
现代舰载飞机在弹射起飞时,通常利用前起落架在行程末端突伸增加离舰迎角,起落架突伸性能的测定对型号研制具有重要意义。设计一种适用双气腔缓冲器式起落架突伸试验方案,利用某型飞机前起落架进行分析验证,并通过改变试验加载条件,分... 现代舰载飞机在弹射起飞时,通常利用前起落架在行程末端突伸增加离舰迎角,起落架突伸性能的测定对型号研制具有重要意义。设计一种适用双气腔缓冲器式起落架突伸试验方案,利用某型飞机前起落架进行分析验证,并通过改变试验加载条件,分析不同加载条件对起落架突伸性能的影响。结果表明:对于双气腔式起落架,高压腔内气体温度在突伸前后变化较为剧烈,低压腔内部气体温度基本无变化,且加载保持时间对于缓冲器突伸性能的影响远大于加载速率对突伸性能的影响,进行地面验证试验时应予以考虑。 展开更多
关键词 前起落架 舰载飞机 弹射突伸 地面试验 加载方法
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基于火焰辐射探测的固体火箭发动机点火延时测量
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作者 刘慧源 王杰 +3 位作者 尹超 陶金鑫 杨杨 杨斌 《固体火箭技术》 北大核心 2026年第1期151-156,共6页
点火延时作为表征固体火箭发动机点火性能的核心参数,其准确测量技术是发动机点火过程研究的关键。为提高固体火箭发动机点火延时测量的时间响应特性,基于火焰辐射探测搭建了点火延时测量系统,利用标准辐射源进行光电响应标定,并将其用... 点火延时作为表征固体火箭发动机点火性能的核心参数,其准确测量技术是发动机点火过程研究的关键。为提高固体火箭发动机点火延时测量的时间响应特性,基于火焰辐射探测搭建了点火延时测量系统,利用标准辐射源进行光电响应标定,并将其用于ϕ118 mm标准固体发动机地面试验。通过光电探测获得火焰辐射信号动态过程,进而解析获得点火延时参数,并将其与基于燃烧室压强与发动机推力数据的点火延时进行了对比,并测量了基于典型点火器方式、典型点火器-点火药包组合方式下的延时参数。结果表明,在1223~1473 K范围内,光电探测器响应值与辐射通量呈线性关系,可用于表征火焰燃烧情况;ϕ118 mm标准固体发动机地面试验测得的点火延时为32.3 ms,小于由燃烧室压强与发动机推力曲线获得的点火延时,显示出更优的时间响应特性;在ϕ118 mm标准固体发动机点火试验中,某典型点火器方式表现出更优的点火延时性能,其点火延时为2.9 ms,显著小于某典型电点火器-点火药包组合方式的点火延时(22.7 ms)。 展开更多
关键词 固体火箭发动机 点火延迟时间 火焰辐射 光电探测 地面试验
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空降战车炮塔结构跌落试验与仿真分析
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作者 马财理 刘宁 +2 位作者 丁传俊 杨亚坡 夏秋华 《兵器装备工程学报》 北大核心 2026年第1期62-69,共8页
为研究空降车辆炮塔与弹箱的空投着陆缓冲性能,建立炮塔-气囊系统的有限元模型。进行正常工况着陆缓冲过程仿真,并与炮塔地面跌落试验进行对比,验证了模型的准确性。通过建立计及垂直着陆速度、横向速度和侧倾角度等参数的参数化有限元... 为研究空降车辆炮塔与弹箱的空投着陆缓冲性能,建立炮塔-气囊系统的有限元模型。进行正常工况着陆缓冲过程仿真,并与炮塔地面跌落试验进行对比,验证了模型的准确性。通过建立计及垂直着陆速度、横向速度和侧倾角度等参数的参数化有限元模型,分析炮塔冲击过载、部件结构应力,以及极限工况下炮塔内满载弹箱的弹药安全性问题。计算结果显示,极限工况下,行军固定器对摇架的限位作用可靠,炮塔最大应力未超出许用应力;弹箱横向最大位移0.59 mm,尾部弹链沿滑槽最大位移2.14 mm,满足弹箱的供弹可靠性需求。本文建立的模型可以用于空降车辆炮塔的着陆缓冲性能预测,对炮塔的结构设计有一定参考意义。 展开更多
关键词 炮塔 气囊 弹箱 着陆缓冲 地面跌落试验
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桩基静载试验新方法及在高铁桥梁大直径PHC管桩中的应用
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作者 杨奇 刘洋 +3 位作者 陈张俊辉 覃超 邓煜晨 冷伍明 《中南大学学报(自然科学版)》 北大核心 2026年第2期667-678,共12页
软弱土地区高铁桥梁大直径PHC管桩承载力大,其竖向静载试验常需大吨位加载,传统堆载法、锚桩法和自平衡方法各自存在明显局限,如安全性不足,或经济性较差,或承载机理与工程实际存在差异。为此,本文提出利用群桩和承台联合提供反力的单... 软弱土地区高铁桥梁大直径PHC管桩承载力大,其竖向静载试验常需大吨位加载,传统堆载法、锚桩法和自平衡方法各自存在明显局限,如安全性不足,或经济性较差,或承载机理与工程实际存在差异。为此,本文提出利用群桩和承台联合提供反力的单桩静载试验新方法(简称PGCPT法),并应用于高铁桥梁大直径PHC管桩现场静载试验检测。基于试验结果提出在管桩应用中的关键实施工艺和技术,分析黄河平原典型粉土和粉砂区大直径PHC管桩的承载变形特性。研究结果表明:1)PGCPT法安装工艺简便、高效,尤其适用于软弱地基的大直径管桩静载试验,可有效降低试验成本,提高试验安全性。2)试验桩的荷载-沉降曲线呈现“陡降型”特征,在最大荷载作用下,大直径PHC管桩桩端呈现沉降随时间持续增加的刺入性破坏模式,容许承载力为9000 kN。3)随桩顶荷载增大,桩侧阻力的分布模式由“倒三角”到“单峰”再至“双峰”状依次演变,桩侧阻力沿深度变化的形态与每延米锤击数曲线形态相似;桩中段粉砂侧阻最大。4)桩侧与桩端荷载传递函数分别为双曲线型和双折线型;在设计荷载和极限荷载作用下,桩分别表现出摩擦桩和端承摩擦桩的特性。试验结果验证了PGCPT法的可靠性和优越性,可为设计和施工提供技术支持。 展开更多
关键词 静载试验 大直径PHC管桩 软弱地基 承载特性 破坏模式
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超高速弹丸测速用夹层天幕靶电路设计与信号分析
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作者 靳兴森 倪晋平 +1 位作者 田会 曹静 《光学与光电技术》 2026年第1期111-118,共8页
针对常规天幕靶受光电探测器件和信号处理电路的频率响应特性限制无法测量超高速弹丸的问题,提出夹层天幕靶测速技术。采用一个镜头搭配双狭缝光阑板,在空间形成两个具有一定角度的探测光幕,当超高速弹丸穿过两个光幕时,过幕时间得以延... 针对常规天幕靶受光电探测器件和信号处理电路的频率响应特性限制无法测量超高速弹丸的问题,提出夹层天幕靶测速技术。采用一个镜头搭配双狭缝光阑板,在空间形成两个具有一定角度的探测光幕,当超高速弹丸穿过两个光幕时,过幕时间得以延长。选用高速PIN型Si光电二极管,配合跨阻型前级放大电路实现弹丸过幕信号的获取。推导了夹层光幕的灵敏度公式,分析了弹丸过幕信号特性,通过模拟等效试验和实弹试验验证,夹层天幕靶能够延长弹丸过幕时间,降低了后续电路对频率响应特性的要求,实现超高速弹丸的测量,为超高速弹丸初速测量提供了实用方案。 展开更多
关键词 兵器靶场测试 超高速弹丸测速 夹层天幕靶 过幕特征信号分析
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富水地层非对称小净距隧道围岩稳定性试验研究
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作者 郑贺斌 徐彬杰 +2 位作者 胡启军 李鹏飞 毛健华 《地下空间与工程学报》 北大核心 2026年第1期171-183,共13页
以我国东南沿海V级围岩地铁隧道工程为背景,采用模型试验研究了富水地层非对称小净距隧道暗挖施工过程中围岩的变形特性和失稳模式,分析了隧道运营期间围岩的侵蚀及破坏模式。结果表明:在施工阶段,受隧道几何形状及开挖次序影响,隧道开... 以我国东南沿海V级围岩地铁隧道工程为背景,采用模型试验研究了富水地层非对称小净距隧道暗挖施工过程中围岩的变形特性和失稳模式,分析了隧道运营期间围岩的侵蚀及破坏模式。结果表明:在施工阶段,受隧道几何形状及开挖次序影响,隧道开挖结束后地表沉降曲线呈非对称“单凹槽状”;受后行隧道开挖影响,地表最大沉降点位置偏移量达隧道净距的4倍;非对称小净距隧道中夹地层的两次开挖卸荷作用导致大断面隧道拱顶塌落拱范围由对称形式向非对称形式发展,开挖使中夹地层产生76%的侧向应力释放。在运营期间,地表沉降随地下水位上升及地表径流经历了缓慢增加、变形速率增大、急剧增加至超限破坏4个变化阶段;受地下水及地表径流渗流侵蚀作用影响,隧道上覆地层最终形成延伸至地表的非对称“塌落漏斗”,其中大断面隧道一侧的上覆围岩破坏范围更大。 展开更多
关键词 非对称小净距隧道 富水地层 暗挖施工 地层变形 模型试验
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S弯进气道与涡喷发动机进发匹配特性研究
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作者 全景阁 李宏君 +2 位作者 冯晓强 张万意 高辛 《航空工程进展》 2026年第1期174-181,共8页
靶标推进系统的进发匹配性能对评估发动机的工作特性至关重要。为了获取靶标地面状态进气道与发动机的匹配性能,对某靶标用小型涡喷发动机与背负式S弯进气道,采用进发匹配地面台架试验与进气道抽吸试验相结合的方法,开展S弯进气道与涡... 靶标推进系统的进发匹配性能对评估发动机的工作特性至关重要。为了获取靶标地面状态进气道与发动机的匹配性能,对某靶标用小型涡喷发动机与背负式S弯进气道,采用进发匹配地面台架试验与进气道抽吸试验相结合的方法,开展S弯进气道与涡喷发动机的进发匹配特性研究,重点研究S弯进气道对涡喷发动机性能的影响;同时,提出一种工程分析方法,建立进发匹配地面台架试验与进气道抽吸试验之间的联系,以评估小型发动机进发匹配条件下发动机地面状态的性能参数。结果表明:进发匹配地面台架状态下发动机性能主要受S弯进气道的影响,与工艺进气道相比,连接全尺寸S弯进气道后发动机性能降低;随着发动机转速提高,抽吸流量增加,S弯进气道的性能恶化,进气道出口总压恢复系数降低、流场畸变增加,对发动机性能产生不利影响,导致发动机性能降低,推力降低、耗油率增加。 展开更多
关键词 进发匹配 S弯进气道 涡喷发动机 地面台架 进气道抽吸试验
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冻土层状态对多年冻土场地地震动特性的影响分析
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作者 张熙胤 张文静 管嘉达 《地震工程学报》 北大核心 2026年第3期662-671,共10页
在多年冻土区,冻土层的存在和状态变化(温度和厚度)会显著影响场地地震动特性。为明确多年冻土场地地震动特性的主要影响因素,首先开展不同冻结状态下自由场地的振动台模型试验,探究在冷季(季节活动层冻结状态)和暖季(季节活动层融化状... 在多年冻土区,冻土层的存在和状态变化(温度和厚度)会显著影响场地地震动特性。为明确多年冻土场地地震动特性的主要影响因素,首先开展不同冻结状态下自由场地的振动台模型试验,探究在冷季(季节活动层冻结状态)和暖季(季节活动层融化状态)条件下多年冻土场地地面加速度峰值的变化特征;其次建立自由场地的有限差分模型,分析季节和多年冻土层温度、厚度等因素对场地地震动特性的影响。结果表明:在小震作用下,多年冻土层抑制了地面加速度峰值放大系数沿高程方向的增加效应,随着输入地震动强度的增加,这种抑制效应有所降低,而季节冻土层对地震动的抑制效应随着地震动强度的增加有所凸显。另外,在小震作用下,多年冻土层温度的降低对地震动峰值的抑制作用不太显著,多年冻土层厚度的增加使场地土体的最大水平应力有所下降;而在强震作用下,随着多年冻土层温度的降低,多年冻土场地土体的最大水平应力呈线性减小的趋势。此外,由暖季转换为冷季时,季节活动层的冻结会显著降低多年冻土场地地面加速度峰值,而季节冻土层温度的变化对场地地震动特性的影响并不明显。 展开更多
关键词 多年冻土场地 季节活动层 振动台试验 有限差分模型 场地地震动特性
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