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SINOPEC's Success in Fixed-bed Methanol-to-Propylene Pilot Scale Tests
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《China Petroleum Processing & Petrochemical Technology》 SCIE CAS 2014年第3期9-9,共1页
The first in China pilot tests of fixed-bed methanol-topropylene unit were successfully implemented at the Yangzi Petrochemical Company(YPC).It is told that this technology has opened up a new process for production o... The first in China pilot tests of fixed-bed methanol-topropylene unit were successfully implemented at the Yangzi Petrochemical Company(YPC).It is told that this technology has opened up a new process for production of propylene through coal gasification,and China has possessed both the fluidized-bed methanolto-propylene process(F-MTP)and the 展开更多
关键词 MTP SINOPEC’s Success in Fixed-bed Methanol-to-Propylene Pilot scale tests
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The Preliminary Study on the Small-scale Test of the Microbial Quick-degumming Ramie
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作者 吴瑜 《武汉科技学院学报》 2008年第4期1-4,共4页
During the experiments with low temperature plasma treating the ramie degumming microbe,the authors found some kinds of microbe which can degum ramie in 5-6L fluid very quickly.In comparison with some standards of mic... During the experiments with low temperature plasma treating the ramie degumming microbe,the authors found some kinds of microbe which can degum ramie in 5-6L fluid very quickly.In comparison with some standards of microbiological experiments,5L or 6L-scale can be called the small-scale.Therefore,the authors believe that the experiments of the microbial quick-degumming ramie can be enlarged from the laboratory-scale test to be applied in the future. 展开更多
关键词 苎麻 厌氧微生物 脱胶 生物技术
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3-D Modelling of the Confederation Bridge Using Data of Full Scale Tests
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作者 Lan Lin 《Open Journal of Civil Engineering》 2013年第3期18-25,共8页
Long-span bridges are special structures that require advanced analysis techniques to examine their performance. This paper presents a procedure developed to model the Confederation Bridge using 3-D beam elements. The... Long-span bridges are special structures that require advanced analysis techniques to examine their performance. This paper presents a procedure developed to model the Confederation Bridge using 3-D beam elements. The model was validated using the data collected before the opening of the bridge to the public. The bridge was instrumented to conduct fullscale static and dynamic tests. The static tests were to measure the deflection of the bridge pier while the dynamic tests to measure the free vibrations of the pier due to a sudden release of the static load. Confederation Bridge is one of the longest reinforced concrete bridges in the world. It connects the province of Prince Edward Island and the province of New Brunswick in Canada. Due to its strategic location and vital role as a transportation link between these two provinces, it was designed using higher safety factors than those for typical highway bridges. After validating the present numerical model, a procedure was developed to evaluate the performance of similar bridges subjected to traffic and seismic loads. It is of interest to note that the foundation stiffness and the modulus of elasticity of the concrete have significant effects on the structural responses of the Confederation Bridge. 展开更多
关键词 3-D Numerical Modeling Finite Element Technique STATIC testS Dynamic testS ACCELERATION Time History FOURIER Analysis Full scale test SEISMIC Evaluation Confederation BRIDGE
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Acoustic emission characterization of microcracking in laboratory-scale hydraulic fracturing tests 被引量:11
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作者 Jesse Hampton Marte Gutierrez +2 位作者 Luis Matzar Dandan Hu Luke Frash 《Journal of Rock Mechanics and Geotechnical Engineering》 CSCD 2018年第5期805-817,共13页
Understanding microcracking near coalesced fracture generation is critically important for hydrocarbon and geothermal reservoir characterization as well as damage evaluation in civil engineering structures. Dense and ... Understanding microcracking near coalesced fracture generation is critically important for hydrocarbon and geothermal reservoir characterization as well as damage evaluation in civil engineering structures. Dense and sometimes random microcracking near coalesced fracture formation alters the mechanical properties of the nearby virgin material. Individual microcrack characterization is also significant in quantifying the material changes near the fracture faces (i.e. damage). Acoustic emission (AE) monitoring and analysis provide unique information regarding the microcracking process temporally, and infor- mation concerning the source characterization of individual microcracks can be extracted. In this context, laboratory hydraulic fracture tests were carried out while monitoring the AEs from several piezoelectric transducers. In-depth post-processing of the AE event data was performed for the purpose of under- standing the individual source mechanisms. Several source characterization techniques including moment tensor inversion, event parametric analysis, and volumetric deformation analysis were adopted. Post-test fracture characterization through coring, slicing and micro-computed tomographic imaging was performed to determine the coalesced fracture location and structure. Distinct differences in fracture characteristics were found spatially in relation to the openhole injection interval. Individual microcrack AE analysis showed substantial energy reduction emanating spatially from the injection interval. It was quantitatively observed that the recorded AE signals provided sufficient information to generalize the damage radiating spatially away from the injection wellbore. 展开更多
关键词 Acoustic emission (AE) Microcracking Hydraulic fracturing Laboratory-scale testing Moment tensor analysis Fracture coalescence Computed tomography (CT) imaging
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Bogie active stability simulation and scale rig test based on frame lateral vibration control
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作者 Yadong SONG Hu LI +1 位作者 Jun CHENG Yuan YAO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2023年第7期625-636,共12页
This paper puts forward a high-speed train bogie active stability method,based on frame lateral vibration control,for improving the stability and critical speed of railway vehicles at high speeds.Two inertial actuator... This paper puts forward a high-speed train bogie active stability method,based on frame lateral vibration control,for improving the stability and critical speed of railway vehicles at high speeds.Two inertial actuators apply active control forces to the front and rear end beams of the bogie frame.A scale model of bogie lateral dynamics is established,as well as the state space equation of the control system.Also,the multi-objective optimization is used to construct state feedback parameters,which take hunting stability and control effort into account.Furthermore,the effects of time-delay in the control system and suspension parameters on bogie hunting stability are studied.The dynamic behaviors and the stability mechanism of the bogie control system are analyzed.Finally,a 1:5 scale test rig is used to conduct a bogie active stability experiment.The results reveal that active control of frame lateral vibration can effectively improve the bogie system's hunting stability margin at high speeds,but time-delay in the control system cannot be ignored. 展开更多
关键词 Railway vehicle BOGIE Active stability scale test rig TIME-DELAY
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Real-time multibody modeling and simulation of a scaled bogie test rig 被引量:3
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作者 Sundar Shrestha Maksym Spiryagin Qing Wu 《Railway Engineering Science》 2020年第2期146-159,共14页
In wheel–rail adhesion studies,most of the test rigs used are simplified designs such as a single wheel or wheelset,but the results may not be accurate.Alternatively,representing the complex system by using a full ve... In wheel–rail adhesion studies,most of the test rigs used are simplified designs such as a single wheel or wheelset,but the results may not be accurate.Alternatively,representing the complex system by using a full vehicle model provides accurate results but may incur complexity in design.To trade off accuracy over complexity,a bogie model can be the optimum selection.Furthermore,only a real-time model can replicate its physical counterpart in the time domain.Developing such a model requires broad expertise and appropriate software and hardware.A few published works are available which deal with real-time modeling.However,the influence of the control system has not been included in those works.To address these issues,a real-time scaled bogie test rig including the control system is essential.Therefore,a 1:4 scaled bogie roller rig is developed to study the adhesion between wheel and roller contact.To compare the performances obtained from the scaled bogie test rig and to expand the test applications,a numerical simulation model of that scaled bogie test rig is developed using Gensys multibody software.This model is the complete model of the test rig which delivers more precise results.To exactly represent the physical counterpart system in the time domain,a real-time scaled bogie test rig(RT-SBTR)is developed after four consecutive stages.Then,to simulate the RT-SBTR to solve the internal state equations and functions representing the physical counterpart system in rigs used are simplified designs such as a single wheel or wheelset,but the results may not be accurate.Alternatively,representing the complex system by using a full vehicle model provides accurate results but may incur complexity in design.To trade off accuracy over complexity,a bogie model can be the optimum selection.Furthermore,only a real-time model can replicate its physical counterpart in the time domain.Developing such a model requires broad expertise and appropriate software and hardware.A few published works are available which deal with real-time modeling.However,the influence of the control system has not been included in those works.To address these issues,a real-time scaled bogie test rig including the control system is essential.Therefore,a 1:4 scaled bogie roller rig is developed to study the adhesion between wheel and roller contact.To compare the performances obtained from the scaled bogie test rig and to expand the test applications,a numerical simulation model of that scaled bogie test rig is developed using Gensys multibody software.This model is the complete model of the test rig which delivers more precise results.To exactly represent the physical counterpart system in the time domain,a real-time scaled bogie test rig(RT-SBTR)is developed after four consecutive stages.Then,to simulate the RT-SBTR to solve the internal state equations and functions representing the physical counterpart system in equal or less than actual time,the real-time simulation environment is prepared in two stages.To such end,the computational time improved from 4 times slower than real time to 2 times faster than real time.Finally,the real-time scaled bogie model is also incorporated with the braking control system which slightly reduces the computational performances without affecting real-time capability. 展开更多
关键词 Bogie modeling scaled bogie test rig Realtime simulation Wheel-rail adhesion Software in loop
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Research on the intelligent internet nursing model based on the child respiratory and asthma control test scale for asthma management of preschool children 被引量:1
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作者 Chuan-Feng Pei Li Zhang +2 位作者 Xi-Yan Xu Zhen Qin Hong-Mei Liang 《World Journal of Clinical Cases》 SCIE 2023年第28期6707-6714,共8页
BACKGROUND Childhood asthma is a common respiratory ailment that significantly affects preschool children.Effective asthma management in this population is particularly challenging due to limited communication skills ... BACKGROUND Childhood asthma is a common respiratory ailment that significantly affects preschool children.Effective asthma management in this population is particularly challenging due to limited communication skills in children and the necessity for consistent involvement of a caregiver.With the rise of digital healthcare and the need for innovative interventions,Internet-based models can potentially offer relatively more efficient and patient-tailored care,especially in children.AIM To explore the impact of an intelligent Internet care model based on the child respiratory and asthma control test(TRACK)on asthma management in preschool children.METHODS The study group comprised preschoolers,aged 5 years or younger,that visited the hospital's pediatric outpatient and emergency departments between January 2021 and January 2022.Total of 200 children were evenly and randomly divided into the observation and control groups.The control group received standard treatment in accordance with the 2016 Guidelines for Pediatric Bronchial Asthma and the Global Initiative on Asthma.In addition to above treatment,the observation group was introduced to an intelligent internet nursing model,emphasizing the TRACK scale.Key measures monitored over a six-month period included the frequency of asthma attack,emergency visits,pulmonary function parameters(FEV1,FEV1/FVC,and PEF),monthly TRACK scores,and the SF-12 quality of life assessment.Post-intervention asthma control rates were assessed at six-month follow-up.RESULTS The observation group had fewer asthma attacks and emergency room visits than the control group(P<0.05).After six months of treatment,the children in both groups had higher FEV1,FEV1/FVC,and PEF(P<0.05).Statistically significant differences were observed between the two groups(P<0.05).For six months,children in the observation group had a higher monthly TRACK score than those in the control group(P<0.05).The PCS and MCSSF-12 quality of life scores were relatively higher than those before the nursing period(P<0.05).Furthermore,the groups showed statistically significant differences(P<0.05).The asthma control rate was higher in the observation group than in the control group(P<0.05).CONCLUSION TRACK based Intelligent Internet nursing model may reduce asthma attacks and emergency visits in asthmatic children,improve lung function,quality of life,and the TRACK score and asthma control rate.The effect of nursing was significant,allowing for development of an asthma management model. 展开更多
关键词 Child respiratory and asthma control test scale Intelligent internet nursing model PRESCHOOLERS Childhood asthma Administration Healthcare
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Full-scale crash test and FEM simulation of a crashworthy helicopter seat 被引量:2
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作者 HU Da-yong ZHANG Xiang 《航空动力学报》 EI CAS CSCD 北大核心 2012年第2期395-400,共6页
Crashworthy seat structure with considerable energy absorption capacity is a key component for aircraft to improve its crashworthiness and occupant survivability in emergencies.According to Federal Aviation Administra... Crashworthy seat structure with considerable energy absorption capacity is a key component for aircraft to improve its crashworthiness and occupant survivability in emergencies.According to Federal Aviation Administration(FAA) regulations,seat performance must be certified by dynamic crash test which is quite expensive and time-consuming.For this reason,numerical simulation is a more efficient and economical approach to provide the possibility to assess seat performances and predict occupant responses.A numerical simulation of the crashworthy seat structure was presented and the results were also compared with the full-scale crash test data.In the numerical simulation,a full-scale three-dimensional finite element model of the seat/occupant structure was developed using a nonlinear and explicit dynamic finite element code LS-DYNA3D.Emphasis of the numerical simulation was on predicting the dynamic response of seat/occupant system,including the occupant motion which may lead to injuries,the occupant acceleration-time histories,and the energy absorbing behavior of the energy absorbers.The agreement between the simulation and the physical test suggestes that the developed numerical simulation can be a feasible substitute for the dynamic crash test. 展开更多
关键词 摘要 编辑部 编辑工作 读者
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Simulation of large-scale numerical substructure in real-time dynamic hybrid testing 被引量:9
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作者 Zhu Fei Wang Jinting +2 位作者 Jin Feng Zhou Mengxia Gui Yao 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2014年第4期599-609,共11页
A solution scheme is proposed in this paper for an existing RTDHT system to simulate large-scale finite element (FE) numerical substructures. The analysis of the FE numerical substructure is split into response anal... A solution scheme is proposed in this paper for an existing RTDHT system to simulate large-scale finite element (FE) numerical substructures. The analysis of the FE numerical substructure is split into response analysis and signal generation tasks, and executed in two different target computers in real-time. One target computer implements the response analysis task, wherein a large time-step is used to solve the FE substructure, and another target computer implements the signal generation task, wherein an interpolation program is used to generate control signals in a small time-step to meet the input demand of the controller. By using this strategy, the scale of the FE numerical substructure simulation may be increased significantly. The proposed scheme is initially verified by two FE numerical substructure models with 98 and 1240 degrees of freedom (DOFs). Thereafter, RTDHTs of a single frame-foundation structure are implemented where the foundation, considered as the numerical substructure, is simulated by the FE model with 1240 DOFs. Good agreements between the results of the RTDHT and those from the FE analysis in ABAQUS are obtained. 展开更多
关键词 real-time dynamic hybrid testing large-scale numerical substructure control signal generation finite element simulation
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Small-scale fire tests in the underwater tunnel section model with new sidewall smoke extraction
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作者 Shunyu Yue Ruifeng Miao +2 位作者 Huihang Cheng Maohua Zhong Xiujun Yang 《Deep Underground Science and Engineering》 2024年第2期247-254,共8页
The Shenzhen–Zhongshan Bridge is a 24‐km‐long bridge and tunnel system,including a 6.8-km-long super cross section subsea tunnel.To solve the smoke exhaust problem of a super large cross-section subsea tunnel,the t... The Shenzhen–Zhongshan Bridge is a 24‐km‐long bridge and tunnel system,including a 6.8-km-long super cross section subsea tunnel.To solve the smoke exhaust problem of a super large cross-section subsea tunnel,the tunnel has a new smoke exhaust system that combines a horizontal smoke exhaust cross section at the top and sidewall smoke exhaust holes.In order to evaluate the potential fire hazards of this type of tunnel,a 1:30 tunnel model was established and 140 smallscale experiments on underwater tunnel fires were conducted.By changing the fire power,fire location,and fan operation mode,different scenarios of submarine immersed tunnel fire were simulated and the related key parameters such as fire smoke diffusion behavior and smoke temperature distribution were studied.On this basis,the optimal smoke control strategy was proposed for different fire scenarios.The research results indicate that the new smoke exhaust system can fully utilize the smoke flow characteristics,significantly improve smoke exhaust efficiency,and increase available evacuation time,thus further enhancing the fire safety of super large cross-section subsea tunnels. 展开更多
关键词 sidewall smoke extraction system small‐scale fire tests smoke control
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Digital Simulation of Full Scale Static Test of Aircraft 被引量:11
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作者 许泽 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2005年第2期138-141,共4页
Full scale aircraft static test is a very important process of aircraft design, it is costly and time consuming. The testing accuracy and validity mainly depend on the rationality of the test scheme design. When the a... Full scale aircraft static test is a very important process of aircraft design, it is costly and time consuming. The testing accuracy and validity mainly depend on the rationality of the test scheme design. When the aircraft is being tested, the specimen's safety mainly depends on monitoring and understanding the testing data by way of evaluating the coherence with the digital simulation data synchyononsly. The test digital simulation can aid realizing above requirements and improving the test efficiency significantly during test scheme design stage or testing stage respectively. The key technologies and the solving methods of test digital simulation are presented and the application example is given. 展开更多
关键词 the mechanics of flight vehicle aircraft structure static test digital simulation full scale
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RCS SCALE-MODEL-TESTING METHOD BY VARIANCE IN THE SIZE FOR SIMPLY SHAPED SCATTERERS
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作者 刘宏伟 时振栋 唐璞 《Journal of Electronics(China)》 1995年第2期177-180,共4页
t According to a general representation of physical scale factor of RCS for variance in the size of simply shaped scatterers, a novel RCS model-testing method is described. The computed results of the prototype scatte... t According to a general representation of physical scale factor of RCS for variance in the size of simply shaped scatterers, a novel RCS model-testing method is described. The computed results of the prototype scatterers by this method from the model-testing agree well with their measured values both for two kinds of simply shaped scatterers, cylinders and ladder-shaped plates. 展开更多
关键词 Radar-cross-section(RCS) Model-testing scale factor Physical-optic approximation
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钢-混凝土管片环缝接头力学特性试验研究
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作者 黄大维 郑凯丽 +1 位作者 庄海洋 李庆 《华中科技大学学报(自然科学版)》 北大核心 2026年第2期54-61,67,共9页
为探明钢-混凝土管片环缝接头力学特性,开展了钢-混凝土管片环缝接头拉伸足尺试验,揭示了在纵向加载过程中混凝土管片、钢管片和螺栓应变及环缝张开的规律,并对混凝土管片裂缝发展与破坏特性进行了分析.试验研究表明:钢-混凝土管片环缝... 为探明钢-混凝土管片环缝接头力学特性,开展了钢-混凝土管片环缝接头拉伸足尺试验,揭示了在纵向加载过程中混凝土管片、钢管片和螺栓应变及环缝张开的规律,并对混凝土管片裂缝发展与破坏特性进行了分析.试验研究表明:钢-混凝土管片环缝接头拉伸试验过程中,螺栓在拉力作用下发生绷直变形,导致螺栓内弧面与螺栓孔混凝土产生接触挤压,致使内弧面与接缝面混凝土出现受拉区及螺栓孔四周混凝土出现受压区;钢-混凝土管片环缝接头拉伸试验过程中,钢管片在纵向力作用下,螺帽与螺栓孔周围钢板相互作用,螺栓孔周围发生外凸现象,致使螺栓孔四周出现受拉区,内弧面及接缝面同时出现受拉区与受压区;钢-混凝土管片受拉过程中接头张开量具有明显的分段特征,混凝土管片破坏过程可分为弹性阶段、塑性发展阶段及破坏阶段,各阶段的临界荷载对应管片接头的弹性极限荷载、破坏荷载及失效荷载分别为243.43,285.5和304.9 kN;弯螺栓与螺栓孔混凝土产生接触挤压,导致以弯螺栓内弧面一侧混凝土出现拉裂破坏,因此建议设计混凝土管片时将塑料套筒更换为钢套筒,同时在钢套筒外弧面使用箍筋进行加固. 展开更多
关键词 地铁盾构隧道 联络通道 钢管片 足尺试验 力学特性
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四点支承超高性能混凝土(UHPC)饰面钢龙骨夹心保温外墙板受弯性能研究
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作者 尚仁杰 黄翩翩 +1 位作者 薛伟辰 李亚 《工业建筑》 2026年第2期29-37,共9页
提出了一种超高性能混凝土(UHPC)面板钢龙骨复合墙板,该复合墙板以钢龙骨为主受力构件,采用UHPC做室外面板提高抗渗性和耐久性,通过玻璃纤维增强塑料(GFRP)连接件降低热传导并提高UHPC板与钢龙骨结构的整体性,可满足超低能耗建筑的框架... 提出了一种超高性能混凝土(UHPC)面板钢龙骨复合墙板,该复合墙板以钢龙骨为主受力构件,采用UHPC做室外面板提高抗渗性和耐久性,通过玻璃纤维增强塑料(GFRP)连接件降低热传导并提高UHPC板与钢龙骨结构的整体性,可满足超低能耗建筑的框架结构外挂墙板要求。设计制作了足尺复合墙板,进行了均布荷载下四点支承平面外受弯试验,并进行了有限元模拟。结果表明:GFRP连接件对复合墙板整体性具有显著影响,可提高抗弯刚度30%,跨中挠度和钢龙骨跨中弯矩均减小30%;当荷载达到14 kN/m^(2)时,试验墙板钢龙骨达到屈服应力,UHPC面板有少量裂缝,裂缝宽度不大于0.1 mm;当荷载为25 kN/m^(2)时支座破坏,荷载-挠度曲线斜率为初始斜率的29%,但尚未达到下降段,UHPC板在四个角部支座附近和复合墙板四周跨中出现少数贯通裂缝,除角部GFRP连接件有一定侧向不可恢复变形外,其余均保持完好;UHPC面板钢龙骨复合墙板可以满足框架结构装配式外围护墙板的受力要求。 展开更多
关键词 UHPC GFRP连接件 钢龙骨复合墙板 足尺试验 四点支承 有限元分析
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钢桁梁拼接节点中环槽铆钉预紧力试验研究
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作者 王琨 刘永健 +4 位作者 张太科 崔高炎 郭峰超 刘震北 马文杰 《浙江大学学报(工学版)》 北大核心 2026年第1期199-207,共9页
为了研究施铆过程中环槽铆钉预紧力的影响因素,评估钢桁梁拼接节点中环槽铆钉预紧力的稳定性,以钢桁梁悬索桥为依托工程,开展足尺节点施铆过程的铆钉预紧力监测试验.结果表明,环槽铆钉在从刚度大的接头区域向刚度小的接头区域铆接时,适... 为了研究施铆过程中环槽铆钉预紧力的影响因素,评估钢桁梁拼接节点中环槽铆钉预紧力的稳定性,以钢桁梁悬索桥为依托工程,开展足尺节点施铆过程的铆钉预紧力监测试验.结果表明,环槽铆钉在从刚度大的接头区域向刚度小的接头区域铆接时,适用性较好;测试的10.9级T27铆钉的铆后预紧力满足环槽铆钉预紧力要求,且优于同规格高强度螺栓;铆接过程中厚度更大的底板上的铆钉预紧力变化量比顶板有所增加,且预紧力松弛程度稍大;约束程度更高的腹板上的铆钉预紧力变化量比节点板更大.对弦杆腹板进行铆接后48 h监测试验,结果显示铆接完成后30 h内铆钉预紧力衰减量占总衰减量的89.6%,此后预紧力的波动小于1.3%的初始值,表明环槽铆钉铆后预紧力损失较小,且逐渐趋于稳定、统一. 展开更多
关键词 钢桁梁桥 环槽铆钉 足尺模型试验 拼接节点 预紧力
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自保障型飞机荷载模拟加载车设计
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作者 张俊 许巍 +5 位作者 苏立海 李磊 王江 安澍华 柴伦磊 张奔 《测试技术学报》 2026年第1期79-87,共9页
针对机场道面研究中对飞机荷载模拟加载的迫切需求,以及已建设飞机荷载模拟加载车在操作便易性、加载荷载稳定性和自保障能力等方面存在的问题,提出了一种自保障型飞机荷载模拟加载车设计。由于已建设加载车存在无自行动力、重心过高以... 针对机场道面研究中对飞机荷载模拟加载的迫切需求,以及已建设飞机荷载模拟加载车在操作便易性、加载荷载稳定性和自保障能力等方面存在的问题,提出了一种自保障型飞机荷载模拟加载车设计。由于已建设加载车存在无自行动力、重心过高以及辅助轮过多等设计缺陷,导致其在使用中存在过轮辙时加载荷载不稳定、转弯半径大、对牵引车保障要求高、转场及准备试验难度大、机轮更换繁琐等问题。所设计的自保障型加载车自带单轴牵引车,两个弹簧辅助轮同加载轮轴线重合,配置有三向力传感器、吊机、爬梯、随车叉车等设备,使得该加载车无需借助其他机械设备即可上下平板拖车及装卸载配重块,运行时转弯半径小于10 m,过深度为150 mm的轮辙时加载轮上承担荷载不小于150 kN,并可实时采集加载轮三向荷载。此加载车自我保障能力强,可满足野外恶劣条件下的加载试验需求。 展开更多
关键词 机场道面 飞机荷载 模拟加载 专用车辆 足尺试验
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模型盾构隧道管片环设计试验分析
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作者 黄大维 李庆 +2 位作者 耿大新 江强波 陈后宏 《华东交通大学学报》 2026年第1期39-46,共8页
模型盾构隧道横向刚度相似性直接关系到模型试验过程中模型盾构隧道横断面变形的精准度。为研究模型盾构隧道管片环的设计方法,分析了模型盾构隧道管片环的相似性要求和加工材料性能,设计了不同类型的模型隧道管片环,并进行试验,得到了... 模型盾构隧道横向刚度相似性直接关系到模型试验过程中模型盾构隧道横断面变形的精准度。为研究模型盾构隧道管片环的设计方法,分析了模型盾构隧道管片环的相似性要求和加工材料性能,设计了不同类型的模型隧道管片环,并进行试验,得到了不同类型模型隧道管片环竖向位移和水平位移与竖向加载量的关系。结果表明:部分高分子材料具有一定的蠕变性,不宜用于制作模型盾构隧道管片环;尼龙材料的蠕变小,可作为加工模型隧道管片环的材料;因拼装接头的抗弯刚度影响因素复杂,当需要模拟管片纵缝接头时,建议采用开槽的方式,接头的抗弯刚度可通过开槽宽度与深度进行控制;修正均质圆环设计与加工简单,若采用缩尺试验研究盾构隧道,且需将模型盾构隧道设计为修正均质管片环时,建议使用钢板作为加工模型盾构隧道的材料。试验结果对设计模型盾构隧道具有一定的参考价值。 展开更多
关键词 隧道工程 盾构隧道 模型管片环 缩尺试验 管片环设计
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大尺寸多功能涡轮试验装置及测试系统
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作者 马宏伟 肖安琪 +1 位作者 郭君德 范聪聪 《推进技术》 北大核心 2026年第3期281-294,共14页
真实尺寸航空发动机涡轮中流道几何复杂、空间狭小,难以开展准确有效的试验测量。通过相似准则设计出的大尺寸涡轮试验装置,其内部流场与真实涡轮流场具有相似性,是研究涡轮复杂流动的必要载体。为此,设计搭建了国内第一台大尺寸多功能... 真实尺寸航空发动机涡轮中流道几何复杂、空间狭小,难以开展准确有效的试验测量。通过相似准则设计出的大尺寸涡轮试验装置,其内部流场与真实涡轮流场具有相似性,是研究涡轮复杂流动的必要载体。为此,设计搭建了国内第一台大尺寸多功能涡轮试验装置,并在其基础上建立了一套先进测试系统,发展了适用的性能测试技术、探针测试技术、激光锁相技术、粒子图像测速(PIV)测试技术、机匣壁面静压动态测试阵列测试技术、盘腔壁面静压稳态阵列测试技术、热线测试技术和油流测试技术。同时,给出了上述测试系统在大尺寸多功能涡轮试验装置上的部分典型测量结果。 展开更多
关键词 航空发动机 大尺寸涡轮 试验装置 测试系统 综述
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粗粒料力学特性的应力路径大型真三轴试验研究
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作者 姜景山 左永振 +3 位作者 程展林 潘家军 黄鑫 占飞杰 《岩土力学》 北大核心 2026年第3期755-766,815,共13页
粗粒料的力学特性表现出显著的应力路径依赖性,然而,目前开展复杂三维应力路径的大型真三轴试验研究还相对较少。为研究应力路径对粗粒料变形和强度特性的影响,开展了等小主应力σ3、等中主应力系数b(等σ3等b)与等平均正应力p、等中主... 粗粒料的力学特性表现出显著的应力路径依赖性,然而,目前开展复杂三维应力路径的大型真三轴试验研究还相对较少。为研究应力路径对粗粒料变形和强度特性的影响,开展了等小主应力σ3、等中主应力系数b(等σ3等b)与等平均正应力p、等中主应力系数b(等p等b)两种应力路径的大型真三轴各向等压固结排水剪切试验。结果表明,应力路径对粗粒料的应力-应变关系产生显著影响,随着中主应力系数b的增大,等σ3等b应力路径下应力-应变曲线逐渐升高变陡,体缩变形逐渐增大,而在等p等b应力路径下应力-应变曲线逐渐降低变缓,体应变先压缩后膨胀,且体应变速率和体胀变形均逐渐增大。中主应力系数b从0增大至0.25时,中主应变由膨胀变形逐渐转变为压缩变形;当中主应力系数b从0.25增大到1.00时,中主应变均为压缩且压缩变形逐渐增大。应力路径对粗粒料的强度也有明显影响,随着中主应力系数b的增大,等σ3等b应力路径下强度逐渐增大,而等p等b应力路径下强度则逐渐减小。破坏内摩擦角随中主应力系数b的增大而增大,且等p等b应力路径的破坏内摩擦角高于等σ3等b应力路径的破坏内摩擦角,固结应力较低时破坏内摩擦角更大。中主应力系数从0增大到0.75时,破坏应力比逐渐减小且减幅递减,固结应力较低时破坏应力比更高。当中主应力系数在0.75~1.00之间变化时,破坏应力比基本保持恒定。应力路径对粗粒料三维应力状态下的变形和强度特性均有重要影响,正确认识应力路径对粗粒料力学特性的影响对于科学实施土石坝工程具有重要意义。 展开更多
关键词 粗粒料 大型真三轴试验 力学特性 应力路径 平均正应力 中主应力
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Research on multi-time scale doubly-fed wind turbine test system based on FPGA+CPU heterogeneous calculation
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作者 Qing Mu Xing Zhang +3 位作者 Xiaoxin Zhou Xiaowei Fan Yingmei Liu Dongbo Pan 《Global Energy Interconnection》 2019年第1期7-18,共12页
As the proportion of renewable energy increases, the interaction between renewable energy devices and the grid continues to enhance. Therefore, the renewable energy dynamic test in a power system has become more and m... As the proportion of renewable energy increases, the interaction between renewable energy devices and the grid continues to enhance. Therefore, the renewable energy dynamic test in a power system has become more and more important. Traditional dynamic simulation systems and digital-analog hybrid simulation systems are difficult to compromise on the economy, flexibility and accuracy. A multi-time scale test system of doubly fed induction generator based on FPGA+ CPU heterogeneous calculation is proposed in this paper. The proposed test system is based on the ADPSS simulation platform. The power circuit part of the test system is setup up using the EMT(electromagnetic transient simulation) simulation, and the control part uses the actual physical devices. In order to realize the close-loop testing for the physical devices, the power circuit must be simulated in real-time. This paper proposes a multi-time scale simulation algorithm, in which the decoupling component divides the power circuit into a large time scale system and a small time scale system in order to reduce computing effort. This paper also proposes the FPGA+CPU heterogeneous computing architecture for implementing this multitime scale simulation. In FPGA, there is a complete small time-scale EMT engine, which support the flexibly circuit modeling with any topology. Finally, the test system is connected to an DFIG controller based on Labview to verify the feasibility of the test system. 展开更多
关键词 Renewable energy gen erati on DOUBLY fed in duction generator ADPSS simulati on SYSTEM Wind turbine test SYSTEM Multi-time scale FPGA+CPU
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