期刊文献+
共找到4,075篇文章
< 1 2 204 >
每页显示 20 50 100
SINOPEC's Success in Fixed-bed Methanol-to-Propylene Pilot Scale Tests
1
《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
在线阅读 下载PDF
The Preliminary Study on the Small-scale Test of the Microbial Quick-degumming Ramie
2
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
在线阅读 下载PDF
3-D Modelling of the Confederation Bridge Using Data of Full Scale Tests
3
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
暂未订购
Small-scale fire tests in the underwater tunnel section model with new sidewall smoke extraction
4
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
原文传递
Acoustic emission characterization of microcracking in laboratory-scale hydraulic fracturing tests 被引量:11
5
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
在线阅读 下载PDF
Bogie active stability simulation and scale rig test based on frame lateral vibration control
6
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
原文传递
Real-time multibody modeling and simulation of a scaled bogie test rig 被引量:3
7
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
在线阅读 下载PDF
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
8
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
暂未订购
Full-scale crash test and FEM simulation of a crashworthy helicopter seat 被引量:2
9
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
原文传递
Simulation of large-scale numerical substructure in real-time dynamic hybrid testing 被引量:9
10
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
在线阅读 下载PDF
Digital Simulation of Full Scale Static Test of Aircraft 被引量:11
11
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
在线阅读 下载PDF
RCS SCALE-MODEL-TESTING METHOD BY VARIANCE IN THE SIZE FOR SIMPLY SHAPED SCATTERERS
12
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
在线阅读 下载PDF
运用C-T型快速连接件的大直径盾构隧道纵缝接头力学行为分析 被引量:1
13
作者 柳献 白海文 +3 位作者 张帆 赖鹏邦 章邦超 叶宇航 《中国公路学报》 北大核心 2025年第4期158-170,共13页
大直径盾构隧道受非均布水土压力作用后,产生较大内力的同时,不同接头位置也产生不同轴力和弯矩,以此为背景,设计接头足尺试验。针对大直径盾构隧道内力大和管片厚的特性,设计了单排和双排C-T连接件分布的2种纵缝接头,通过试验深入研究... 大直径盾构隧道受非均布水土压力作用后,产生较大内力的同时,不同接头位置也产生不同轴力和弯矩,以此为背景,设计接头足尺试验。针对大直径盾构隧道内力大和管片厚的特性,设计了单排和双排C-T连接件分布的2种纵缝接头,通过试验深入研究了其承载性能和适用性。此外,针对不同轴力和弯矩组合,设计了不同偏心距试验来定量探究2种C-T型快速连接件接头在不同偏心距下的力学行为。最后,对比讨论了2种接头的受力演变特征、破坏模式和受力机制等。结果表明:(1)C-T型快速连接件接头的受力全过程可以划分为自协调阶段、弹性变形阶段和弹塑性变形阶段;(2)偏心距对接头受力的影响规律可以用指数递减函数来概括;(3)连接件的受力状态和预埋件对周围混凝土的作用情况,都是影响单排C-T连接件接头和双排C-T连接件接头承载性能的关键因素,2种接头的破坏模式有所区别;(4)双排C-T连接件接头的承载力和转动刚度大于单排C-T连接件接头,但延性偏小。通过对C-T型纵缝接头全过程受力机制的探究,为进一步促进该接头在大直径盾构隧道中的运用在大直径盾构隧道中的运用,提供了指导和数据支撑。 展开更多
关键词 隧道工程 C-T连接件 足尺试验 大直径盾构隧道 纵缝接头
原文传递
结构负触变效应下当量沥青混凝土层厚度换算与弯沉指标修正 被引量:1
14
作者 王旭东 李倩 +1 位作者 刘旭 蔡秋香 《交通运输工程学报》 北大核心 2025年第3期192-204,共13页
为揭示落锤式弯沉仪(FWD)瞬时荷载作用下沥青路面结构弯沉的本质规律,以RIOHTrack足尺试验环道上具有相同路基和基层条件的5个结构为基准结构,分析FWD瞬时冲击荷载作用下沥青路面弯沉指标随厚度的变化规律;在此基础上,基于等刚度原理推... 为揭示落锤式弯沉仪(FWD)瞬时荷载作用下沥青路面结构弯沉的本质规律,以RIOHTrack足尺试验环道上具有相同路基和基层条件的5个结构为基准结构,分析FWD瞬时冲击荷载作用下沥青路面弯沉指标随厚度的变化规律;在此基础上,基于等刚度原理推导环道不同基层结构的当量沥青混凝土(AC)层厚度,从而将环道19个路面结构简化为当量AC层+路基的双层体系结构;据此提出了一个基于承载能力指标的沥青路面结构简易设计方法,并考虑土基模量和上部结构当量AC层模量,构建了理论弯沉指标的综合修正模型。研究结果表明:FWD瞬时荷载作用下沥青路面结构具有显著的负触变效应,即在相同路基及基层条件下,弯沉指标表现出随沥青层厚度增加而减小的规律,这一现象在不同荷载水平和环境条件下均得到了验证;路面结构当量AC层厚度与实测弯沉盆面积相关性在99%以上,证明提出的当量AC层厚度换算方法具有较好的可靠性;与传统的弯沉综合修正模型相比,提出的F修正模型可以同时考虑路基模量和上部结构条件,从而弥补现有弯沉修正方法不考虑路面结构型式影响的缺陷。研究成果可以为沥青路面设计提供一个简单可行的经验方法。 展开更多
关键词 路面工程 沥青路面 当量AC层换算 弯沉指标 负触变效应 弯沉综合修正 RIOHTrack足尺试验环道
原文传递
灌浆槽钢加固盾构隧道衬砌管片力学性能试验研究 被引量:1
15
作者 贺君 彭毅 +3 位作者 吴珣 黄戡 周凯迪 李智浩 《交通科学与工程》 2025年第1期72-80,共9页
【目的】解决盾构隧道“老龄化”带来的管片结构损伤劣化问题,提高其服役性能,延长其使用寿命。【方法】以某轨道交通区间隧道为研究对象,提出一种灌浆槽钢加固盾构隧道衬砌管片的方法,并对管片进行弯曲荷载破坏机理以及损伤管片加固性... 【目的】解决盾构隧道“老龄化”带来的管片结构损伤劣化问题,提高其服役性能,延长其使用寿命。【方法】以某轨道交通区间隧道为研究对象,提出一种灌浆槽钢加固盾构隧道衬砌管片的方法,并对管片进行弯曲荷载破坏机理以及损伤管片加固性能提升足尺试验,研究加固前后管片的破坏特征、裂缝发展、混凝土及钢板应变等参数的变化规律。【结果】灌浆槽钢加固方法可有效提高受损管片的承载能力(极限荷载大约提高了33.0%),延长损伤管片的弹性阶段和塑性扩展阶段,并限制裂缝宽度的增长;管片加固前后的破坏特征基本一致:先在内弧面加载点出现贯通裂缝,随着荷载的增加,裂缝逐渐布满加载点内侧,并向约束支承端发展;加固管片的最终破坏现象为槽钢端部翼板处螺栓显著变形,翼板被撕裂,管片裂缝宽度急剧增加。【结论】用灌浆槽钢加固盾构隧道管片是可行的,但需重点关注加固槽钢自身的强度及其与管片间连接的有效性。 展开更多
关键词 盾构隧道 管片 槽钢加固 足尺试验 破坏特征
在线阅读 下载PDF
坡度隧道火灾烟气自由蔓延沉降接地长度研究 被引量:1
16
作者 姜学鹏 张琦 《安全与环境学报》 北大核心 2025年第5期1691-1699,共9页
在数值建模研究中,建模长度过长会浪费计算资源,过短则无法完整展现烟气蔓延特性。为了最大化节省研究资源,定量化研究烟气自由蔓延沉降接地长度,给学者提供不同隧道因素下的数值建模长度依据。定义坡度隧道下烟气蔓延沉降到地面的长度... 在数值建模研究中,建模长度过长会浪费计算资源,过短则无法完整展现烟气蔓延特性。为了最大化节省研究资源,定量化研究烟气自由蔓延沉降接地长度,给学者提供不同隧道因素下的数值建模长度依据。定义坡度隧道下烟气蔓延沉降到地面的长度为“坡度隧道烟气自由蔓延沉降接地长度”。通过理论分析,采用数值模拟与缩尺寸隧道试验方法,耦合不同火源功率、隧道坡度、隧道长度及隧道宽度等因素,构建坡度隧道火灾烟气自由蔓延沉降接地长度理论模型。结果表明:隧道坡度一定时火源下游烟气自由蔓延沉降接地长度与火源功率及隧道高度成正比关系,火源上游则与之相反,且隧道高度变化比隧道宽度对烟气蔓延长度的影响更为显著;随着隧道坡度逐渐增大,烟气自由蔓延沉降接地长度逐渐减小,火源上游烟气蔓延长度规律也与之相同;坡度对烟气自由蔓延沉降接地长度的影响较大。耦合多种因素给定量纲一烟气自由蔓延沉降接地长度模型,与量纲一隧道尺寸的0.53次方、量纲一火源功率的0.32次方、隧道倾斜的角度的0.44次方存在指数关系。 展开更多
关键词 安全工程 隧道火灾 烟气自由蔓延沉降接地长度 隧道坡度 数值模拟 缩尺寸试验 量纲一分析
原文传递
双边工字钢-混组合曲线梁桥收缩徐变效应研究 被引量:2
17
作者 闫磊 邢俊鹏 +1 位作者 牛哲 刘金鑫 《桥梁建设》 北大核心 2025年第1期95-102,共8页
为了解收缩徐变对双边工字钢-混组合曲线梁桥受力性能的影响,以该类型某3×35 m曲线梁为背景,开展模型试验及有限元分析。按1∶5的缩尺比制作曲率半径92 m的2×7 m试验梁,先对承载自重+配重3个月的试验梁挠度、应力进行观测,再... 为了解收缩徐变对双边工字钢-混组合曲线梁桥受力性能的影响,以该类型某3×35 m曲线梁为背景,开展模型试验及有限元分析。按1∶5的缩尺比制作曲率半径92 m的2×7 m试验梁,先对承载自重+配重3个月的试验梁挠度、应力进行观测,再使该试验梁承受自重+配重+开裂荷载11个月(即14个月龄期)进行同等观测。采用有限元法对不同曲率半径下3×35 m曲线组合梁桥的钢主梁挠度、应力长期(10年)增长系数取值进行研究。结果表明:14个月龄期后,试验梁挠度增加,增量约为初始挠度的10%,曲线内、外侧钢主梁挠度差可忽略不计;中支点处应力增加,距梁端0.4L(L为该跨跨径)处应力减少。当3×35 m曲线梁桥的曲率半径由460 m增加至1000 m时,对于挠度长期增长系数,中跨跨中处曲线内侧钢主梁由0.35线性变化至0.06、曲线外侧钢主梁由-1.13线性变化至-0.18,边跨距梁端0.4L处曲线内、外侧钢主梁不变,均取1.1;对于应力长期增长系数,中跨跨中处曲线内侧钢主梁由-0.44线性变化至-0.36、曲线外侧钢主梁由-0.27线性变化至-0.34,边跨距梁端0.4L处曲线内、外侧钢主梁不变,分别取0.89、0.90,中支点处的曲线内、外侧钢主梁不变,分别取1.35、1.30。 展开更多
关键词 钢-混组合梁桥 曲线梁桥 收缩徐变 应力 挠度 曲率半径 缩尺模型试验 有限元法
在线阅读 下载PDF
变截面UHPC加固盾构隧道衬砌结构受力性能研究
18
作者 柳献 甘海杰 +2 位作者 洪剑宇 张帆 王金龙 《隧道建设(中英文)》 北大核心 2025年第8期1441-1450,共10页
在使用UHPC加固盾构隧道时,不同位置UHPC层厚度不同可形成变截面加固,从而提高UHPC利用率。为研究采用变截面形式UHPC加固后衬砌结构的力学性能,开展变截面UHPC加固盾构隧道衬砌整环足尺试验,试验结构中变截面UHPC层厚度在隧道顶部和腰... 在使用UHPC加固盾构隧道时,不同位置UHPC层厚度不同可形成变截面加固,从而提高UHPC利用率。为研究采用变截面形式UHPC加固后衬砌结构的力学性能,开展变截面UHPC加固盾构隧道衬砌整环足尺试验,试验结构中变截面UHPC层厚度在隧道顶部和腰部为70 mm,肩部为40 mm,节省肩部UHPC用量的同时扩大了列车与结构间隙。此外基于曲梁理论建立UHPC加固盾构隧道衬砌结构计算方法,分析变截面UHPC加固盾构隧道衬砌结构的内力分配机制。结果表明:1)变截面UHPC加固结构的破坏模式表现为UHPC开裂、粘结界面破坏,破坏过程包含弹性阶段、弹塑性阶段和塑性阶段3个阶段,呈现良好的延性特征。2)相比等截面UHPC加固方法,变截面UHPC加固结构承载力提升25.0%,可额外多承担4.1 m上覆土荷载。3)等截面UHPC加固结构表现为明显的“超筋”破坏,管片先破坏、后加固体破坏,而变截面UHPC加固结构UHPC和界面先发生破坏,后管片破坏,对于UHPC的利用率提高。4)基于曲梁理论建立的UHPC加固结构计算方法经试验结果验证正确有效,且推导得出加固界面的破坏由剪切破坏主导。 展开更多
关键词 盾构隧道 变截面UHPC加固 二次受力 优化设计 足尺试验 加固效果
在线阅读 下载PDF
粗粒土力学特性大型平面应变试验研究 被引量:2
19
作者 姜景山 左永振 +3 位作者 程展林 黄鑫 张超 王志华 《长江科学院院报》 北大核心 2025年第1期129-135,143,共8页
土石坝填料一般处于平面应变状态,目前填料力学特性研究基本采用大型三轴试验。由于三轴应力状态下中主应力等于小主应力,平面应变状态下大坝填料的力学性能会被低估。为充分认识填料潜能,科学设计和合理评估土石坝,有必要对填料开展平... 土石坝填料一般处于平面应变状态,目前填料力学特性研究基本采用大型三轴试验。由于三轴应力状态下中主应力等于小主应力,平面应变状态下大坝填料的力学性能会被低估。为充分认识填料潜能,科学设计和合理评估土石坝,有必要对填料开展平面应变试验研究。应用大型真三轴仪对填料进行了大型平面应变试验,共开展了4种不同初始干密度的粗粒土平面应变各向等压固结排水剪切试验。结果表明:应力-应变关系主要为应变硬化型,应力曲线呈爬升型,体变表现为剪缩。某一小主应力下,大小主应力之差的最大值随初始干密度的增大呈线性增大;初始干密度一定时,大小主应力之差的最大值与小主应力呈线性关系增大。初始剪切阶段,小主应力一定时,偏应力与球应力之比曲线斜率随初始干密度的增大而增大,随剪切变形的发展,不同初始干密度的应力比曲线逐渐趋于接近。偏应力随球应力的增大单调增加则对应应变硬化型,若偏应力随球应力的增大先增加后减小则对应应变软化型。相同小主应力时,初始弹性模量随初始干密度的增大而增大,近似呈线性关系;某一初始干密度下,初始弹性模量随小主应力的增大基本呈线性关系增大。中主应力系数随大主应力方向应变的增大而增大,曲线形态呈三折线形,初始剪切阶段增长较为缓慢,随剪切变形的增大增长相对加快并呈线性关系增大,如曲线末端下弯为应变硬化型,曲线末端上翘为应变软化型。 展开更多
关键词 粗粒土 大型平面应变试验 力学特性 主应力 偏应力 球应力 大型真三轴仪
在线阅读 下载PDF
地基湿陷条件下路基体响应机制研究
20
作者 翁效林 李泽杰 +3 位作者 王春力 郭帅杰 闫穆涵 刘维正 《中国公路学报》 北大核心 2025年第10期240-254,共15页
为了探究湿陷性黄土地区路基在地基湿陷变形下的响应机制,采用数值模拟的方法研究了路基底湿陷性黄土地基在不同湿陷路径下的变形模式,并应用到大比尺沉降模型试验中。研究表明:地基湿陷条件下路基底地基变形模式较复杂,涵盖了线性、二... 为了探究湿陷性黄土地区路基在地基湿陷变形下的响应机制,采用数值模拟的方法研究了路基底湿陷性黄土地基在不同湿陷路径下的变形模式,并应用到大比尺沉降模型试验中。研究表明:地基湿陷条件下路基底地基变形模式较复杂,涵盖了线性、二次曲线、梯形、“S”形曲线等多种分布形式;同一厚度路基结构在典型的线性、曲线和梯形沉降模式下,路基体应力、变形呈递增趋势;路基体在未形成稳定土拱前,其内部的受拉区和核心区随沉降模式转换发生分布形态变化和位置转移,路基体的应力水平随路堤厚度增加而增加;3种沉降模式下的路基顶面变形水平呈现递增趋势,下路堤厚度分别为0、2、4 m时各组的最大变形量为10.32、12.52、2.25 mm;当路基体的下路堤厚度为4 m时,路基体内部形成稳定土拱,在不同沉降模式的边界扰动下,路基体在底部核心区与拱肋区之间因支承效应产生应力释放,应力水平降幅近60%,变形水平相较于未形成土拱的情况降幅达到80%以上。地基湿陷条件下路基体响应机制的研究对路基工程全寿命周期内的安全运营意义重大。 展开更多
关键词 路基工程 响应机制 数值模拟 大比尺试验 湿陷性黄土 土拱效应
原文传递
上一页 1 2 204 下一页 到第
使用帮助 返回顶部