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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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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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Feasibility and simulation model of a pilot scale membrane bioreactor for wastewater treatment and reuse from Chinese traditional medicine 被引量:5
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作者 REN Nan-qi YAN Xian-feng +3 位作者 CHEN Zhao-bo HU Dong-xue GONG Man-li GUO Wan-qian 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2007年第2期129-134,共6页
The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment proce... The lack and pollution of water resource make wastewater reuse necessary. The pilot scale long-term tests for submerged membrane bioreactor were conducted to treat the effluents of anaerobic or aerobic treatment process for the high-strength Chinese traditional medicine wastewater. This article was focused on the feasibility of the wastewater treatment and reuse at shorter hydraulic retention time (HRT) of 5.0, 3.2 and 2.13 h. MLSS growth, membrane flux, vacuum values and chemical cleaning periods were also investigated. The experimental results of treating two-phase anaerobic treatment effluent demonstrated that the CODfilt was less than 100 mg/L when the influent COD was between 500-10000 mg/L at HRT of 5.0 h, which could satisfy the normal discharged standard in China. The experimental results to treat cross flow aerobic reactor effluent demonstrated that the average value of CODfilt was 17.28 mg/L when the average value of influent COD was 192.84 mg/L at HRT of 2.13 h during 106 d, which could completely meet the normal standard for water reuse. The maximum MLSS and MLVSS reached 24000 and 14500 mg/L at HRT of 3.2 h respectively. Membrane flux had maximal resume degrees of 94.7% at vacuum value of 0.02 MPa after cleaning. Chemical cleaning periods of membrane module were 150 d. A simulation model of operational parameters was also established based on the theory of back propagation neural network and linear regression of traditional mathematical model. The simulation model showed that the optimum operational parameters were suggested as follows: HRT was 5.0 h, SRT was 100 d, the range of COD loading rate was between 10.664-20.451 kg/(m3.d), the range of MLSS was between 7543-13694 mg/L. 展开更多
关键词 submerged membrane bioreactor (SMBR) Chinese traditional medicine wastewater hydraulic retention time (HRT) simulation model pilot scale test
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考虑整体化层的既有空心板梁桥受弯性能及其分级利用研究
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作者 朱森林 张兆昌 +2 位作者 胡玉庆 严志威 程世涛 《世界桥梁》 北大核心 2026年第1期83-90,共8页
针对公路改扩建工程中既有空心板梁桥的承载性能及再利用问题,进行考虑整体化层的既有空心板梁桥的受弯性能足尺试验、数值模拟和理论研究。以京沪高速公路唐庄北小桥为背景,从实桥中取3片带整体化层和1片无整体化层的空心板梁进行受弯... 针对公路改扩建工程中既有空心板梁桥的承载性能及再利用问题,进行考虑整体化层的既有空心板梁桥的受弯性能足尺试验、数值模拟和理论研究。以京沪高速公路唐庄北小桥为背景,从实桥中取3片带整体化层和1片无整体化层的空心板梁进行受弯试验,分析梁的破坏模式、应变发展规律和裂缝分布等,进一步采用数值模拟分析空心板梁的受弯性能,并综合考虑整体化层影响、损伤折减系数及材料的不同强度取值,建立既有空心板梁桥受弯承载力计算公式;在此基础上,提出一种既有空心板梁桥的五级分级利用策略,并应用于实桥。结果表明:整体化层与空心板梁上表面紧密结合,实现了在荷载作用下的协同受力,结构的主要破坏模式为梁下部纵筋屈服、整体化层混凝土压碎等;相较于无整体化层的空心板梁,整体化层显著提升了结构的开裂荷载、屈服荷载和极限荷载,分别增加了63.0%、33.9%和38.5%;提出的空心板梁分级利用策略,有效解决了既有空心板梁在改扩建中的再利用难题,实现了桥梁资源的可持续利用。 展开更多
关键词 空心板梁桥 整体化层 受弯承载力 分级利用策略 足尺试验 数值模拟 改扩建工程
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UHPC桥面板抗弯性能足尺模型试验及有限元分析
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作者 李月祥 张天野 +2 位作者 徐长靖 肖靖林 樊健生 《世界桥梁》 北大核心 2026年第1期75-82,共8页
为研究超高性能混凝土(UHPC)材料在大跨桥梁桥面板中的适用性,以沾临公路黄河特大桥为背景,对该桥UHPC桥面板抗弯性能进行研究。该桥的桥面板预制工艺试验中的单块UHPC桥面板尺寸为11.64 m×4.5 m×0.17 m,双层双向配置HRB400... 为研究超高性能混凝土(UHPC)材料在大跨桥梁桥面板中的适用性,以沾临公路黄河特大桥为背景,对该桥UHPC桥面板抗弯性能进行研究。该桥的桥面板预制工艺试验中的单块UHPC桥面板尺寸为11.64 m×4.5 m×0.17 m,双层双向配置HRB400带肋钢筋,采用抗弯性能试验得到足尺UHPC桥面板试件在3种弹性阶段加载工况下的试验现象、挠度及应变分布,并采用有限元建模分析UHPC桥面板在规范工况下的抗弯性能。结果表明:各种加载工况下桥面板仅出现1条最大宽度为0.05 mm、长度为2.5 cm的微小裂缝,不影响其抗弯刚度;UHPC桥面板最大挠跨比为1/1436,最大拉、压应变分别为69.4με和145.9με,小于受拉和受压曲线峰值点应变;在各种规范工况下,UHPC桥面板最大挠跨比为1/977,满足限值要求。 展开更多
关键词 桥梁工程 超高性能混凝土 桥面板 抗弯性能 抗裂性能 足尺试验 有限元法
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根系衰亡对根-土复合体力学性能的影响
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作者 吴宜龙 简文彬 +2 位作者 林昀昭 朱祖腾 郑国明 《岩土力学》 北大核心 2026年第1期140-148,159,共10页
植物根系经历生长―成熟―衰亡的生命周期,但这一动态过程对根-土复合体力学性能的影响却长期受到忽视。植物根系衰亡对根-土复合体力学性能的长期劣化作用是生态护坡工程耐久性评估的关键问题。以福建省武平县马尾松覆盖的斜坡为研究对... 植物根系经历生长―成熟―衰亡的生命周期,但这一动态过程对根-土复合体力学性能的影响却长期受到忽视。植物根系衰亡对根-土复合体力学性能的长期劣化作用是生态护坡工程耐久性评估的关键问题。以福建省武平县马尾松覆盖的斜坡为研究对象,通过单根拉伸试验与根土复合体大型直剪试验,系统探究根系衰亡动态过程中力学特性及根-土复合体抗剪强度的演变规律。结果表明:马尾松根系抗拉强度与极限抗拉力随衰亡历时呈指数衰减趋势,其中衰亡初期为快速下降阶段,抗拉强度降幅达30%~50%,衰亡后期退化速率趋于平缓。根-土复合体抗剪强度受根系衰亡影响显著,附加黏聚力随衰亡历时推进而逐步减小,而内摩擦角变化不显著。基于试验数据,建立了根系抗拉强度幂函数模型与抗剪强度指数衰减模型,并修正Wu模型引入附加黏聚力衰减系数,定量表征根系衰亡对根-土复合体抗剪强度的时变效应。研究揭示了根系衰亡削弱自身固土能力的机制,为生态护坡工程长期稳定性评估及维护决策提供了理论依据。 展开更多
关键词 根系衰亡 根-土复合体 单根拉伸试验 大型直剪试验 浅层滑坡
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Experimental study on full scale light frame wood house under repeated lateral load
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作者 陈松来 王焕定 +1 位作者 樊承谋 潘景龙 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2011年第3期125-130,共6页
In order to obtain a deeper understanding of the behavior of the structure under high wind load,this paper conducted an experimental study on a full-scale L-shaped single story light frame wood house under the uniform... In order to obtain a deeper understanding of the behavior of the structure under high wind load,this paper conducted an experimental study on a full-scale L-shaped single story light frame wood house under the uniform lateral load simulated using a gasbag.The investigation involved the performance of light frame wood structure after it experienced the repeated cyclic lateral wind load as well as the performance of the structure under the ultimate lateral load.Then,the study verified that light frame wood structure can resist repeated cyclic wind loads without observable degradation in stiffness during the anticipated serve life,and recommended shear wall percent drift restriction for lateral wind load design of wood structure in serviceability limit states is 1/400 drift,and in ultimate limit states is 1/80 drift.The conclusions of this paper can be benefit for the engineering practice of the light frame wood structures in high wind load regions. 展开更多
关键词 light frame wood house simulated lateral wind load full scale test percent drift restriction
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应变局部化破坏模型试验的尺寸效应数值分析
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作者 孙帅非 王景 +1 位作者 缪骁 凌道盛 《浙江大学学报(工学版)》 北大核心 2026年第2期435-444,共10页
同质材料超重力模型试验广泛应用于应变局部化引起的岩土体破坏研究,为此进行模型缩尺对岩土体破坏过程的影响分析.采用黏聚区域模型表征材料的应变局部化特性,基于有限单元法分析模型缩尺比对拉伸和剪切2种典型破坏模式的影响规律.研... 同质材料超重力模型试验广泛应用于应变局部化引起的岩土体破坏研究,为此进行模型缩尺对岩土体破坏过程的影响分析.采用黏聚区域模型表征材料的应变局部化特性,基于有限单元法分析模型缩尺比对拉伸和剪切2种典型破坏模式的影响规律.研究结果表明,应变局部化破坏超重力缩尺模型试验存在尺寸效应,试验结果高估岩土体断裂耗散能占比和承载力,断裂带扩展路径比原型相对更长.产生尺寸效应的内在原因:由材料基本特性决定的破裂带宽度和断裂过程区长度不随模型缩尺改变,导致采用同质材料的应变局部化破坏超重力模型试验相似率无法严格满足. 展开更多
关键词 尺寸效应 超重力模型试验 黏聚区域模型 有限元 断裂过程区 裂纹扩展路径
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