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Variational analysis of mid-span deflection of gantry cranes 被引量:4
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作者 ZHANG Da-peng CHENG Wen-ming WANG Bin 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第11期2705-2716,共12页
In practical application, it is very important to master the influence of structure parameters on the mid-span deflection quantificationally. For large-span and heavy-duty gantry cranes, the influence of the rigid leg... In practical application, it is very important to master the influence of structure parameters on the mid-span deflection quantificationally. For large-span and heavy-duty gantry cranes, the influence of the rigid leg and the soft leg on mid-span deflection has not been considered in the past. In the paper, the mathematical model is established for universal large-span and heavy-duty gantry cranes. The analytical solution for the mid-span deflection of gantry-frame structure girder is derived and obtained based on the variation principle by considering the coupling effect of the bending moments of girder and legs, the axial force and the secondary bending moments. The relation between the load and the deflection on the mid-span of the gantry-frame structure girder is known. Then, the experimental model is designed according to dimensional analysis method. And experiments were performed on the WEW-600 B type testing machine. Hackling experimental data, the regular of the load and deflection on the girder mid-span is obtained, namely, the deformation of the gantry-frame structure resists the external load to do work. The validity of the nonlinear analytical solution of the girder deflection is verified. Experimental results show that the analytical solution of the gantry-frame structure deflection has much higher calculation accuracy than previous calculation method. This work provides a theoretical basis for the design and inspection of gantry-frame structures. 展开更多
关键词 GANTRY CRANE deflectION STRUCTURAL STIFFNESS VARIATIONAL analysis
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Attitude deflection of oblique perforation of concrete targets by a rigid projectile 被引量:4
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作者 Zhuo-ping Duan Shu-rui Li +2 位作者 Zhao-fang Ma Zhuo-cheng Ou Feng-lei Huang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2020年第3期596-608,共13页
A perforation model is developed to predict the attitude deflection in the oblique perforation of concrete targets by a rigid projectile,in which the inertial moment of the projectile is introduced,together with takin... A perforation model is developed to predict the attitude deflection in the oblique perforation of concrete targets by a rigid projectile,in which the inertial moment of the projectile is introduced,together with taking the attitude deflection during the shear plugging sub-stage into account,and the shape of the plug formed on the rear surface of target is also re-investigated.Moreover,a new classification of concrete targets is proposed based on the target thickness,with which the attitude deflections in different kinds of concrete targets are analyzed.It is found that the numerical results by using the new perforation model are in good agreement with the previous experimental data and simulated results.Furthermore,the variations of the attitude deflection with the initial conditions(the initial attitude angle and the initial impact velocity) are investigated. 展开更多
关键词 Oblique perforation Penetration Concrete target Attitude deflection Rigid projectile
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Controlling deflection of long steel I-shaped girder bridge using two V-shaped pre-tensioning cables 被引量:2
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作者 Fatemeh PARTOVI Nader FANAIE 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第2期566-577,共12页
Despite appropriate design of girder under bending and shear,the deflection of long steel girders usually exceeds the allowable range,and therefore the structural designers encounter challenges in this regard.Consider... Despite appropriate design of girder under bending and shear,the deflection of long steel girders usually exceeds the allowable range,and therefore the structural designers encounter challenges in this regard.Considering significant features of the cables,namely,low weight,small cross section,and high tensile strength,they are used in this research so as to control the deflection of long girder bridges,rather than increasing their heights.In this study,theoretical relations are developed to calculate the increase in pre-tensioning force of V-shaped steel cables under external loading as well as the deflection of steel girder bridges with V-shaped cables and different support conditions.To verify the theoretical relations,the steel girder bridge is modeled in the finite element ABAQUS software with different support conditions without cable and with V-shaped cables.The obtained results show that the theoretical relations can appropriately predict the deflection of girder bridge with V-shaped cables and different support conditions.In this study,the effects of the distance from support on the deflection of mid span are studied in both simply supported and fixed supported girder bridge so as to obtain the appropriate distance from support causing the minimum deflection. 展开更多
关键词 deflectION steel bridge I-shaped girder V-shaped cable pre-tensioning least work
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Aerodynamic and trajectory characteristics of a typical mortar projectile with a deflectable nose 被引量:1
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作者 Yu-ming Ren Shu-shan Wang +2 位作者 Jing-wei Li Xun-cheng Guo Yue-song Mei 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2019年第5期758-767,共10页
Deflectable nose control is a new trajectory correction method.In this paper,the aerodynamic and trajectory characteristics of a typical mortar projectile with a deflectable nose are investigated with respect to its f... Deflectable nose control is a new trajectory correction method.In this paper,the aerodynamic and trajectory characteristics of a typical mortar projectile with a deflectable nose are investigated with respect to its flight conditions.Using the method of wind tunnel testing,the aerodynamic coefficients of four kinds of mortar models were measured under the conditions of different angles of attack from-10°to 10°and Mach numbers from 0.3 to 0.9.Based on the aerodynamic coefficients,the trajectory ranges at different nose deflection angles and times were calculated.Furthermore,a trajectory optimization was performed by reducing the static margin.The results and discussions show that the nose deflection provided limited lift,while the pitching moment varied significantly.The mortar obtained the extended flight range and trajectory correction ability with nose deflection. 展开更多
关键词 NOSE deflectION Aerodynamic characteristics WIND TUNNEL test TRAJECTORY simulation
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Role of matrix structure and flaw size distribution modification on deflection hardening behavior of polyvinyl alcohol fiber reinforced engineered cementitious composites(PVA-ECC) 被引量:2
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作者 Kamile TOSUN FELEKOĞLU Eren GÖDEK 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第12期3279-3294,共16页
The multiple cracking and deflection hardening performance of polyvinyl alcohol fiber reinforced engineered cementitious composites(PVA-ECC)under four-point flexural loading have been investigated.Matrices with differ... The multiple cracking and deflection hardening performance of polyvinyl alcohol fiber reinforced engineered cementitious composites(PVA-ECC)under four-point flexural loading have been investigated.Matrices with different binder combinations and W/B ratios(from 0.44 to 0.78)providing satisfactory PVA fiber dispersion were specially designed.Effect of pre-existing flaw size distribution modification on deflection hardening behavior was comparatively studied by adding 3 mm diameter polyethylene beads into the mixtures(6%by total volume).Natural flaw size distributions of composites without beads were determined by cross sectional analysis.The crack number and crack width distributions of specimens after flexural loading were characterized and the possible causes of changes in multiple cracking and deflection hardening behavior by flaw size distribution modification were discussed.Promising results from the view point of deflection hardening behavior were obtained from metakaolin incorporated and flaw size distribution modified PVA-ECCs prepared with W/B=0.53.The dual roles of W/B ratio and superplasticizer content on flaw size distribution,cracking potential and fiber-matrix bond behavior were evaluated.Flaw size distribution modification is found beneficial in terms of ductility improvement at an optimized W/B ratio. 展开更多
关键词 fiber reinforced cementitious composites METAKAOLIN deflection hardening multiple cracking flaw size distribution
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The Application of Similarity Theory in Designing Large Deflection Buckling Spring-Piece
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作者 Huang Tiequn Jia Shushi Sun Yueming Cheng Yaodong 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期42-47,共6页
Large Deflection Buckling Spring-Piece (LDBSP) refers to the deformation of an end-fixed flat spring-piece under normal loadings. Plastic deformation usually appears in LDBSP.The static characteristic curve is very pa... Large Deflection Buckling Spring-Piece (LDBSP) refers to the deformation of an end-fixed flat spring-piece under normal loadings. Plastic deformation usually appears in LDBSP.The static characteristic curve is very particular, because within its linear deflection region, the spring constant can be designed to be any value from minus to plus. With its obvious advantages of large liner deflection range, low spring constant, etc., the LDBSP has now been extensively applied to the exciting device, low-frequency shock absorbers and so on. The static characteristic curve of LDBSP belongs to the nonlinear problem of an arch with varying section. Therefore, it is difficult to obtain it theoretically. The formulae for designing LDBSP have not been set up yet. In this study,the authors apply similarity theory to analyze the liner deflection range A and the spring constant K, and derive the relationship of similarity criterion, finally obtain a set of formulae for designing LDBSP by model test and the least square method, which can be applied in engineering design.Through the research, it is proved that it is unnecessary to keep geometrical similarity of spring-piece shape. This fact extends the application scope of the formulae. The proposed formulae for designing LDBSP thereby can be applied for any dimensions within the range allowed. 展开更多
关键词 SIMILARITY theory SIMILARITY CRITERION dimension model test deflectION SPRING SPRING constant plastic deformation
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Application of Artificial Neural Network in Designing Deflection Coil
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作者 Tu Yan(Electronic Engineering Department of Southeast University, Nanjing 210018, P. R. China) 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 1998年第3期44-51,共8页
In the design of deflection coil, we have to determine those values of descriptive parameters of the deflection coil that will give us a required performance. In this paper, an artificial neural network is used in th... In the design of deflection coil, we have to determine those values of descriptive parameters of the deflection coil that will give us a required performance. In this paper, an artificial neural network is used in the design of deflection coil. It is shown that the artificial neural network is indeed possible to develop well-trained networks for designing a particular deflection coil. 展开更多
关键词 Artificial neural network deflection coil Multipole field
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Deflection of Light by the Sun as Refraction in the Gravity Polarized Vacuum
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作者 Erich R. Bagge (Institute for Pure and Applied Nuclear Physics, Christian Albrechts University, Kiel,Germany) 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 1995年第4期99-106,共8页
It is shown that the deflection of star light passing by the Sun, which is allegedly explainable only by general relativity, can be understood quantitatively as a quasi-classical effect of light refraction in the vac... It is shown that the deflection of star light passing by the Sun, which is allegedly explainable only by general relativity, can be understood quantitatively as a quasi-classical effect of light refraction in the vacuum polarized by the Sun's gravitational field. The theory of the dielectric polarization of the vacuum proposed pre- viously is further developed for the corresponding effect of the polarization of the vacuum in a gravitational field. The resulting refractive index of the vacuum in the presence of a gravitational field gives for the deflection of light by the Sun an angle |0| = 1.77', which is in good agreement with the experimental observations and the result of general relativity. From the theory Presented, it can also be deduced that the velocity of a horizontal light beam at 1000 km above ground level of the Earth has a velocity deficit - c= 5.73 cm / s in comparison to the light velocity on the ground. 展开更多
关键词 Polarization of vacuum by gravitational field Refractive index in gravity field deflection of star light by Sun Agreement with observations.
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THE DETERMINATION OF THE DEFLECTION OF VERTICAL USING INERTIAL SURVEYI 被引量:1
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作者 Wang Wei(Department of Automatic Control,NUDT,Changsha, 410073) 《国防科技大学学报》 EI CAS CSCD 北大核心 1995年第3期126-130,共5页
THEDETERMINATIONOFTHEDEFLECTIONOFVERTICALUSINGINERTIALSURVEYINGSYSTEMWangWei(DepartmentofAutomaticControl,NU... THEDETERMINATIONOFTHEDEFLECTIONOFVERTICALUSINGINERTIALSURVEYINGSYSTEMWangWei(DepartmentofAutomaticControl,NUDT,Changsha,41007... 展开更多
关键词 垂线偏差 惯性测量 ZUPT
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Trajectory optimization of a deflectable nose missile
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作者 Zhi-yong Zhang Qi-zhong Tang +1 位作者 Xiao-hui Sun Zhi-hua Chen 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2017年第3期158-163,共6页
The deflectable nose missile has a longer range by deflecting its nose to improve its aerodynamic feature.Based on detached eddy simulation(DES), the supersonic flow fields of a missile with deflectable nose are simul... The deflectable nose missile has a longer range by deflecting its nose to improve its aerodynamic feature.Based on detached eddy simulation(DES), the supersonic flow fields of a missile with deflectable nose are simulated numerically and its aerodynamic force coefficients are calculated under the condition of the deflection angles vary from 0° to 8°, angles of attack, 0°-8°, and mach numbers, 2 to 5. Coupling these aerodynamic coefficients with the plumb plane ballistic equations, the extended flight range has been calculated. Furthermore, the genetic algorithm(GA) is employed for the solution of maximum range of the deflected missile. 展开更多
关键词 偏转角度 导弹 弹道优化 弹头 流场数值模拟 最大射程 动力学特征 气动力系数
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Deflectable Nose Control for Bank-to-Turn Missile
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作者 王旭刚 周军 +2 位作者 郭建国 刘继忠 高晓颖 《Defence Technology(防务技术)》 SCIE EI CAS 2008年第4期288-292,共5页
It is an innovative try to control hypersonic bank-to-turn missiles using the deflectable nose and flaps. The higher control efficiency,faster response,better stability and compactness of the nose control are shown by... It is an innovative try to control hypersonic bank-to-turn missiles using the deflectable nose and flaps. The higher control efficiency,faster response,better stability and compactness of the nose control are shown by comparing the deflectable nose control with the normal tail fin control. A mathematical model of the missile,which is time-varying,nonlinear and strong coupling,is establihsed by multi-body dynamics to be used for designing the controller. A robust controller of deflectable nose control is designed by variable structure control theory,selecting sliding mode surfaces with tracking error and its integral function,and considering parameter disturbance of the model. The simulation results show the controller can response quickly and track precisely. The deflectable nose control is proper for the bank-to-turn missile. 展开更多
关键词 飞行控制系统 飞行器 导航 基础理论
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基于深度学习的井筒变形预测模型与应用 被引量:1
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作者 刘辉 李国强 +4 位作者 朱晓峻 张鹏飞 程桦 王金正 李培帅 《煤炭学报》 北大核心 2025年第2期732-747,共16页
近年来我国东部矿区发生了多起立井井筒倾斜变形及破损灾害,严重影响了矿井安全与生产。针对厚含水松散层深立井倾斜破损灾害,以鲁南某矿深立井井筒(800 m)为研究对象,开展了井筒倾斜变形监测,研究了井筒倾斜时空变化特征,分析了井筒倾... 近年来我国东部矿区发生了多起立井井筒倾斜变形及破损灾害,严重影响了矿井安全与生产。针对厚含水松散层深立井倾斜破损灾害,以鲁南某矿深立井井筒(800 m)为研究对象,开展了井筒倾斜变形监测,研究了井筒倾斜时空变化特征,分析了井筒倾斜主要影响因素;在此基础上,基于深度学习理论,综合采用循环神经网络(RNN)、长短期记忆网络(LSTM)、门控循环单元(GRU)、一维卷积神经网络(1DCNN)四种经典深度学习方法,构建了井筒倾斜变形预测模型,并将预测结果与实测值进行对比,分析了井筒变形预测模型精度,研究了井筒整体和关键区域预测效果,验证了模型可靠性,并开展了工程应用。研究表明:①井筒倾斜主要发生在松散层,倾斜值由浅到深线性减小、并偏向采空区一侧,最大为352 mm,基岩层变形较小,最大为88 mm;开采引起厚松散层变形传播范围增大、底部含水层沿井壁渗流疏水及地下水渗流场的变化是导致井筒倾斜变形的主要原因。②模型与实测值Spearman相关系数最大为0.978,最小为0.867,4种模型与现场实测偏移量的最大差值为0.043 m,平均绝对误差E_(MA)在0.003~0.009 m内,均方根误差E_(RMS)在0.004~0.011 m内,整体预测效果以1 DCNN模型最优,主要倾斜方向(偏向采空区一侧的东西方向)预测精度略低于变形量较小的方向(南北方向),且均能够满足工程需要。③井筒整体预测曲线与实际倾斜方向一致,井口、松散层基岩交界面E_(MA)与E_(RMS)平均值均为0.005 m、0.006 m,井底精度略低,其对应值为0.012、0.013 m,井筒特征区域与整体预测效果均表现良好,表明基于深度学习的井筒变形预测模型具有良好的预测能力,研究成果在井筒注浆修复治理工程中得到了有效应用,为井筒安全管理提供了技术参考和数据支撑,为类似工程提供了工程实践经验。 展开更多
关键词 煤矿立井 倾斜变形 深度学习 井筒预测 神经网络
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移动荷载作用下简支梁桥挠度冲击系数的数值计算与试验验证 被引量:1
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作者 刘越 龙金喜 +5 位作者 荚瑞馨 董方 朱尚清 车功健 蔡刚 韩强 《北京工业大学学报》 北大核心 2025年第6期715-724,共10页
针对移动荷载作用下简支梁桥动力评价方法不足和传统动载试验测量方法费时费力的问题,以某简支梁桥为研究对象,提出一种基于移动荷载作用下简支梁桥动力评价方法,该方法首先通过精确化建立车桥耦合模型,并基于毫米波雷达的动态位移测量... 针对移动荷载作用下简支梁桥动力评价方法不足和传统动载试验测量方法费时费力的问题,以某简支梁桥为研究对象,提出一种基于移动荷载作用下简支梁桥动力评价方法,该方法首先通过精确化建立车桥耦合模型,并基于毫米波雷达的动态位移测量、结合模态分析、动载试验来验证模型的准确性,同时考虑桥面不平整度和车速对桥梁挠度冲击系数的影响,并与现行规范进行比较。结果表明:挠度冲击系数与车速不呈线性相关,而是在某个速度下出现峰值;不同梁跨中的挠度冲击系数存在差异,但变化规律一致;随着桥面等级的劣化,桥梁振动响应显著增大,而规范中挠度冲击系数仅与桥梁基频相关,与实际结果有较大差别;毫米波雷达作为一种新型非接触式测试方法,能准确测量桥梁的复杂振动。 展开更多
关键词 桥梁 车桥耦合 挠度冲击系数 试验验证 数值模拟 毫米波雷达
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考虑主应力偏转的桩承式路堤土拱效应分析 被引量:1
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作者 张玲 林炜 +1 位作者 周帅 周杰 《铁道科学与工程学报》 北大核心 2025年第3期1064-1073,共10页
土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩... 土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩间土平均竖向应力与滑移面竖向应力的关系;然后通过分析等沉面以下桩间土上方路堤填土单元体,建立竖向应力平衡方程,同时利用Winkler地基模型表征桩间土和桩,建立等沉面至桩底的桩-土位移协调方程,解得随桩土差异沉降变化的桩承式路堤土拱高度,以及随土拱高度变化的桩土应力比;最后,结合2个实际工程案例,对比本文方法计算值、实测值以及其他已有理论方法计算值,验证本文方法的合理性。在此基础上,分析路堤高度、桩土刚度比、桩间净距等参数变化时主应力偏转对桩土应力比的影响。研究结果表明:本文方法考虑了主应力偏转,优化了滑移面应力分布;与传统Terzaghi法相比,本文方法土拱高度能随剪应力动态调整;桩土应力比与Terzaghi法趋势一致,但数值更低;桩土应力比和土拱高度随桩土刚度比和路堤高度的增加而增大,桩土应力比随桩间净距的增大而减小,而土拱高度随桩间净距的增加而增大;3个影响因素中,桩间净距对桩土应力比和土拱高度的影响最为显著,路堤填土高度的影响则相对较小。 展开更多
关键词 桩承式路堤 土拱效应 主应力偏转 桩土应力比 土拱高度 桩土刚度比
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钢筋笼在线变径过程中的建模及分析 被引量:1
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作者 许波 景迪 关玉明 《机械设计与制造》 北大核心 2025年第1期353-357,364,共6页
针对钢筋笼在线变径时因变径拉力不确定而造成的变径尺寸偏差及焊接强度不足等问题,在钢筋笼在线变径分析的基础上,建立了钢筋笼在线变径时的力学预测模型,并根据欧拉伯努利梁理论,采用数值积分法推导出钢筋笼在线变径时的许用拉力公式... 针对钢筋笼在线变径时因变径拉力不确定而造成的变径尺寸偏差及焊接强度不足等问题,在钢筋笼在线变径分析的基础上,建立了钢筋笼在线变径时的力学预测模型,并根据欧拉伯努利梁理论,采用数值积分法推导出钢筋笼在线变径时的许用拉力公式,再据此对钢筋笼的焊接强度进行校核,确定了钢筋笼在线变径时变径拉力与主筋变形量及焊接强度之间的定量关系。并针对钢筋笼在线变径过程中存在的焊接强度不足的问题,提出了一种箍筋密绕的制备工艺,最后通过仿真验证了拉力公式的准确性和箍筋密绕制备工艺的可行性。 展开更多
关键词 钢筋笼 在线变径 大挠度变形 焊接强度 箍筋密绕
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空气悬架系统的理想孪生动挠度跟踪控制策略 被引量:1
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作者 赵雷雷 张浩 +4 位作者 于曰伟 甄冉 丁钒 单溪玉 丁家和 《西安交通大学学报》 EI CAS 北大核心 2025年第1期159-171,共13页
为解决车辆主动悬架系统减振效果与控制能耗间的矛盾,基于“数字孪生、以虚控实、节能减振”理念,提出了主动空气悬架系统的理想孪生动挠度跟踪控制策略。首先,以车辆座椅主动空气悬架系统为例,利用准零刚度系统构建了真实空气悬架系统... 为解决车辆主动悬架系统减振效果与控制能耗间的矛盾,基于“数字孪生、以虚控实、节能减振”理念,提出了主动空气悬架系统的理想孪生动挠度跟踪控制策略。首先,以车辆座椅主动空气悬架系统为例,利用准零刚度系统构建了真实空气悬架系统的理想数字孪生体,同时建立了该孪生体的参数匹配设计方法;然后,以空气弹簧气体压力控制为节点,设计了外环位置模糊非奇异快速终端滑模控制器,以及考虑空气弹簧充放气过程中电磁阀非线性流量特性的内环气压控制器,进而实现真实悬架系统对实际激励下孪生体动挠度的跟踪;最后,通过台架模拟实验与整车平顺性仿真实验,对所提控制策略的有效性与先进性进行了验证。结果表明:与以降低加速度为控制目标的传统控制策略相比,所提策略在随机路况下的座椅垂向振动加速度均方根更小且控制能耗均方根最小降幅达65.0%,冲击路况下座椅垂向振动剂量也更小且主动控制力最大降幅高达45.5%。所提策略性能明显优于传统策略,能在有效提高悬架系统减振性能的同时大幅降低主动控制能耗,有效解决了上述矛盾,可推广应用于各类主动悬架系统,为节能减振提供新的研究思路。 展开更多
关键词 车辆 空气悬架 节能减振 理想孪生动挠度
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型钢-钢纤维混凝土局部组合梁受力性能 被引量:2
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作者 伍凯 杨毅恒 +3 位作者 诸睿哲 张雁杰 梁庆庆 王世龙 《哈尔滨工业大学学报》 北大核心 2025年第2期153-163,共11页
为解决型钢混凝土结构的施工困难,充分发挥各部分材料的性能优势,将钢筋笼离散化为随机分布的钢纤维,并将钢纤维混凝土集中应用于受压区,形成型钢-钢纤维混凝土局部组合梁。对18根不同钢纤维体积率(ρ_(sf))、剪跨比(λ)、型钢受压翼缘... 为解决型钢混凝土结构的施工困难,充分发挥各部分材料的性能优势,将钢筋笼离散化为随机分布的钢纤维,并将钢纤维混凝土集中应用于受压区,形成型钢-钢纤维混凝土局部组合梁。对18根不同钢纤维体积率(ρ_(sf))、剪跨比(λ)、型钢受压翼缘上下部混凝土保护层厚度(C_(ss)、C_(sv))和型钢规格(I_(s))的组合梁试件进行四点弯试验。分析试验参数对破坏模式、荷载-挠度曲线以及破坏对称性的影响。结果表明:增大ρ_(sf)对小剪跨比试件(λ为1.5或1.7)的界面黏结性能具有积极改善作用,试件破坏模式由界面破坏转为弯扭破坏;混凝土保护层厚度须随I_(s)同步增大,确保混凝土保护层对型钢提供足够的“握裹效应”,避免或削弱弯扭变形的不利影响。通过高斯分布拟合,得到试件整体性能开始出现严重退化时的挠度退化系数,进而对构件整体性能开始出现严重退化时的挠度进行预测。 展开更多
关键词 组合结构 型钢混凝土 钢纤维混凝土 破坏模式 荷载-挠度曲线 能量耗散
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双边工字钢-混组合曲线梁桥收缩徐变效应研究 被引量:2
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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
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贸易政策不确定性的偏转效应:以中国对东盟出口为例 被引量:1
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作者 高新 孔硕 《国际贸易》 北大核心 2025年第4期63-74,共12页
贸易政策不确定性引致的贸易偏转效应在缓解一国出口压力中发挥着重要作用。文章以美国对华关税水平及其变化为例,采用2018—2021年中国向东盟各国出口的产品数据,分析了贸易政策不确定性的产品出口偏转效应及其影响机制。研究结果表明... 贸易政策不确定性引致的贸易偏转效应在缓解一国出口压力中发挥着重要作用。文章以美国对华关税水平及其变化为例,采用2018—2021年中国向东盟各国出口的产品数据,分析了贸易政策不确定性的产品出口偏转效应及其影响机制。研究结果表明,美国对华贸易政策不确定性促进了中国向东盟国家出口产品的贸易偏转,且在产品、国家及行业层面存在异质性。机制检验发现,美国对华贸易政策不确定性引致的中国对东盟产品出口贸易偏转效应主要通过OFDI带动效应和双边结构效应得以实现。进一步分析发现,偏转效应对产品出口及其三元边际均有促进作用;当叠加中国内部的多维政策不确定性时,不同的叠加政策会对贸易偏转效应产生差异化影响。为此,文章针对外部贸易政策不确定性带来的不利影响,在提升与东盟国家的合作能级、发挥中国—东盟OFDI效应与双边结构效应等方面,提出了助力中国对外贸易高质量发展的相关建议。 展开更多
关键词 贸易偏转效应 东盟 贸易政策不确定性与叠加 三元边际
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高速铁路大跨度无砟轨道梁徐变变形控制标准研究 被引量:1
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作者 柏华军 《铁道标准设计》 北大核心 2025年第7期94-100,共7页
针对现有规范的徐变控制标准不适用于超过128 m的大跨度预应力混凝土主梁,且经验控制标准存在指标严、结构经济性差等问题,提出128 m以上大跨度预应力混凝土主梁的徐变控制标准。通过调研分析徐变对行车影响、徐变控制成功经验、规范控... 针对现有规范的徐变控制标准不适用于超过128 m的大跨度预应力混凝土主梁,且经验控制标准存在指标严、结构经济性差等问题,提出128 m以上大跨度预应力混凝土主梁的徐变控制标准。通过调研分析徐变对行车影响、徐变控制成功经验、规范控制标准演变、挠跨比与曲率关系、曲率控制下徐变限值、工程应用效果等综合因素,指出大跨度连续梁具有变形异于简支梁的规则不平顺、运营荷载富裕大、主梁刚度富裕大、主梁活载变形预拱效应和大跨度索辅结构变形可调等徐变控制有利因素,研究提出大跨度预应力混凝土主梁取消20 mm限值,按L/5000标准控制工后徐变变形的建议,并选取京沪高铁、合福高铁和广深港城际4个连续梁拱桥案例佐证建议的可行性和安全性。最后对影响徐变变形的原因进行探讨分析,建议结合案例开展调研和徐变理论研究,为无砟轨道桥梁进一步向大跨度发展提供理论支撑。 展开更多
关键词 高速铁路 预应力混凝土主梁 无砟轨道 徐变变形 曲率 挠跨比 连续梁拱
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