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地震作用下斜交简支梁桥旋转机理及斜度影响研究 被引量:27
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作者 王军文 沈贤 李建中 《桥梁建设》 EI CSCD 北大核心 2014年第3期32-37,共6页
为研究地震作用下斜交简支梁桥梁体转动的影响因素,利用OpenSees软件建立考虑碰撞效应的单跨斜交简支梁桥简化动力计算模型,采用模态分析法和时程分析法计算了斜交简支梁桥的动力特性以及非线性地震响应,分析了梁体旋转发生的机理以... 为研究地震作用下斜交简支梁桥梁体转动的影响因素,利用OpenSees软件建立考虑碰撞效应的单跨斜交简支梁桥简化动力计算模型,采用模态分析法和时程分析法计算了斜交简支梁桥的动力特性以及非线性地震响应,分析了梁体旋转发生的机理以及斜度对梁体旋转反应的影响。结果表明:对于橡胶支座支承的斜交简支梁桥,当梁体与边界不发生碰撞时,地震作用下梁体的转动由旋转振型引起,最大转角随斜度的增大而增大;当梁体与边界发生碰撞时,碰撞产生的力矩是引起梁体旋转的主要因素,最大转角随斜度的增大呈先增大后减小的变化规律。横向挡块对斜交简支梁桥梁体旋转具有重要影响,忽略其作用最大转角将被高估22.9%~65.0%。 展开更多
关键词 简支梁 斜交桥 地震反应 模态分析 旋转机理 碰撞 斜度
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强震下多跨斜交简支梁桥桥面旋转机理研究 被引量:7
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作者 闫聚考 李少华 王军文 《桥梁建设》 EI CSCD 北大核心 2017年第1期29-34,共6页
为分析强震下多跨斜交简支梁桥梁体出现较大转角的原因及斜度、宽跨比对桥面转角的影响,以某装配式预应力混凝土箱梁桥为背景,利用OpenSees软件建立多跨(两跨和三跨)斜交简支梁桥动力计算模型,采用时程分析法研究斜度、宽跨比和碰撞作... 为分析强震下多跨斜交简支梁桥梁体出现较大转角的原因及斜度、宽跨比对桥面转角的影响,以某装配式预应力混凝土箱梁桥为背景,利用OpenSees软件建立多跨(两跨和三跨)斜交简支梁桥动力计算模型,采用时程分析法研究斜度、宽跨比和碰撞作用对桥面旋转的影响。结果表明:强震下两跨斜交简支梁桥桥面出现较大转角主要是由结构偏心效应造成的;考虑相邻梁间单边纵向碰撞后,当与斜度、宽跨比有关的参数η<1时,碰撞力矩会抑制两跨桥面的旋转;当η>1时,碰撞力矩会加剧其中一跨而抑制另一跨桥面的旋转。强震下三跨斜交简支梁桥中跨桥面的旋转主要由邻梁间纵向碰撞作用引起,斜度小于45°时,仅考虑梁体单边纵向碰撞,中跨桥面最大转角随η的增大而增大;考虑梁体双边纵向碰撞,中跨桥面最大转角随η的增大呈先增大后减小的趋势。 展开更多
关键词 斜交桥 简支梁 地震反应 旋转机理 碰撞 有限元法 桥梁抗震
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三跨斜交简支梁桥地震旋转机理及斜度影响研究 被引量:6
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作者 王军文 湛敏 +1 位作者 邓琴 石岩 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2018年第8期1357-1362,共6页
为了解地震作用下斜交简支梁桥桥面转动的影响因素,利用Open Sees软件建立3×30 m斜交简支梁桥简化动力计算模型,采用模态分析法和时程分析法计算结构的动力特性和非线性地震反应,从振动模态与动力响应两个层面,分析了三跨斜交简支... 为了解地震作用下斜交简支梁桥桥面转动的影响因素,利用Open Sees软件建立3×30 m斜交简支梁桥简化动力计算模型,采用模态分析法和时程分析法计算结构的动力特性和非线性地震反应,从振动模态与动力响应两个层面,分析了三跨斜交简支梁桥桥面旋转机理及斜度对桥面旋转的影响。结果表明:忽略结构碰撞作用时,桥面地震反应由结构自身的动力特性决定,表现为边跨旋转幅度大于中跨,平移幅度小于中跨;考虑结构碰撞作用时,纵向碰撞力矩会加剧桥面的旋转,同时,横向碰撞力矩会抑制桥面的旋转,使桥面转角在考虑结构纵、横向碰撞联合作用时比仅考虑纵向碰撞作用时偏小;中跨桥面转角由碰撞力矩决定,边跨桥面转角由结构自身动力特性和碰撞力矩共同决定,在斜度大于0°时,碰撞力矩占主要因素。 展开更多
关键词 斜交桥 简支梁 地震 旋转机理 碰撞 模态分析法 时程分析法
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不同叶顶间隙下压气机旋转不稳定性特性 被引量:5
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作者 赖生智 吴亚东 +1 位作者 田杰 欧阳华 《上海交通大学学报》 EI CAS CSCD 北大核心 2020年第3期265-276,共12页
采用全通道数值计算方法对一台单级低速轴流压气机旋转不稳定性(RI)特性进行分析,研究了4种叶顶间隙条件下RI的频率特性、模态特性和流场特性的变化及原因.采用相干分析方法得到相邻叶片通道内同角度位置压力信号相干函数和互功率谱,显... 采用全通道数值计算方法对一台单级低速轴流压气机旋转不稳定性(RI)特性进行分析,研究了4种叶顶间隙条件下RI的频率特性、模态特性和流场特性的变化及原因.采用相干分析方法得到相邻叶片通道内同角度位置压力信号相干函数和互功率谱,显示产生RI流动的通道涡结构在周向的传播特性.空间模态分解和旋转源机理分析得到RI的周向模态特性,影响RI通道涡结构的脉动和旋转特性及其在绝对和相对坐标系下的关系.结果表明:随着叶顶间隙的减小,叶顶流动强度减弱,RI现象强度逐渐减弱,主模态阶数增大. 展开更多
关键词 旋转不稳定性(RI) 数值模拟 叶顶间隙流动 旋转机理 周向模态
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杆式杀伤元可控飞散技术研究 被引量:1
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作者 张亮 毛川 +4 位作者 李川 李俊龙 高位 陈华文 何有为 《现代防御技术》 北大核心 2021年第6期22-28,共7页
为有效控制杆式杀伤元飞散姿态及完整性,结合杆式杀伤元旋转机理,分析了斜置角对杆式杀伤元飞散姿态的影响,得到了对杆式杀伤元飞散姿态可控的产品设计方法;结合杆式杀伤元完整性的理论分析及仿真计算,通过调整杆式杀伤元上的压力分布... 为有效控制杆式杀伤元飞散姿态及完整性,结合杆式杀伤元旋转机理,分析了斜置角对杆式杀伤元飞散姿态的影响,得到了对杆式杀伤元飞散姿态可控的产品设计方法;结合杆式杀伤元完整性的理论分析及仿真计算,通过调整杆式杀伤元上的压力分布及能量分配,改善杆式杀伤元上速度矢量分布,减少杆式杀伤元的变形,得到了杆式杀伤元完整性控制方法;开展了杆式杀伤元可控飞散试验,验证了杆式杀伤元飞散姿态及完整性控制方法的有效性。 展开更多
关键词 杆式杀伤元 旋转机理 完整性控制 斜置角 控制模型
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3D stability assessment of stepped slopes in inhomogeneous soils 被引量:4
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作者 LI Xiong-wei ZHU Jian-qun +1 位作者 LI Zheng-wei YANG Xiao-li 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第1期221-230,共10页
Stability assessment of slopes has historically been performed assuming soils to be homogeneous in two-dimensional(2D) cases. In real cases, soils are usually inhomogeneous, and each slope collapse indicates a three-d... Stability assessment of slopes has historically been performed assuming soils to be homogeneous in two-dimensional(2D) cases. In real cases, soils are usually inhomogeneous, and each slope collapse indicates a three-dimensional(3D) nature. Based on a 3D rotational failure mechanism, this work develops an approach to account for the impact of the vertical strength inhomogeneity on the 3D stability of stepped slopes. Seismic actions are taken into account by introducing the concept of a horizontal seismic coefficient. An upper-bound expression for stability factors is derived in the light of the kinematic approach, and the most critical solution is obtained from an optimization programming. In comparison with the previously published solutions, the validity of the proposed method is shown. A sensitivity analysis is carried out to discuss parametric effects on the stability of 3D stepped inhomogeneous slopes. 展开更多
关键词 inhomogeneous soil stepped slope stability factor 3D horn failure mechanism
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Development of practical postprocessor for 5-axis machine tool with non-orthogonal rotary axes 被引量:15
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作者 JUNG Hyoun-Chul HWANG Jong-Dae +1 位作者 PARK Ki-Beom JUNG Yoon-Gyo 《Journal of Central South University》 SCIE EI CAS 2011年第1期159-164,共6页
In order to develop a practical postprocessor for 5-axis machine tool,the general equations of numerically controlled(NC) data for 5-axis configurations with non-orthogonal rotary axes were exactly expressed by the in... In order to develop a practical postprocessor for 5-axis machine tool,the general equations of numerically controlled(NC) data for 5-axis configurations with non-orthogonal rotary axes were exactly expressed by the inverse kinematics,and a windows-based postprocessor written with Visual Basic was developed according to the proposed algorithm.The developed postprocessor is a general system suitable for all kinds of 5-axis machines with orthogonal and non-orthogonal rotary axes.Through implementation of the developed postprocessor and verification by a cutting simulation and machining experiment,the effectiveness of the proposed algorithm is confirmed.Compatibility is improved by allowing exchange of data formats such as rotational total center position(RTCP) controlled NC data,vector post NC data,and program object file(POF) cutter location(CL) data,and convenience is increased by adding the function of work-piece origin offset.Consequently,a practical post-processor for 5-axis machining is developed. 展开更多
关键词 post-processor 5-axis machining non-orthogonal rotary axes numerically controlled (NC) data CL data
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Relationship between critical seismic acceleration coefficient and static factor of safety of 3D slopes
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作者 SHI He-yang CHEN Guang-hui 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第5期1546-1554,共9页
Many analytical methods have been adopted to estimate the slope stability by providing various stability numbers,e.g.static safety of factor(static FoS)or the critical seismic acceleration coefficient,while little att... Many analytical methods have been adopted to estimate the slope stability by providing various stability numbers,e.g.static safety of factor(static FoS)or the critical seismic acceleration coefficient,while little attention has been given to the relationship between the slope stability numbers and the critical seismic acceleration coefficient.This study aims to investigate the relationship between the static FoS and the critical seismic acceleration coefficient of soil slopes in the framework of the upper-bound limit analysis.Based on the 3D rotational failure mechanism,the critical seismic acceleration coefficient using the pseudo-static method and the static FoS using the strength reduction technique are first determined.Then,the relationship between the static FoS and the critical seismic acceleration coefficient is presented under considering the slope angleβ,the frictional angleφ,and the dimensionless coefficients B/H and c/γH.Finally,a fitting formula between the static FoS and the critical seismic acceleration coefficient is proposed and validated by analytical and numerical results. 展开更多
关键词 static safety of factor critical seismic acceleration coefficient upper-bound limit analysis 3D rotational failure mechanism
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Mechanism analysis and process optimization of sand and plug removal with rotating jet in horizontal well 被引量:3
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作者 祝效华 李佳南 童华 《Journal of Central South University》 SCIE EI CAS 2013年第6期1631-1637,共7页
In the view of the problems existing in horizontal well,such as sand depositing and cleaning difficulty of borehole,a technology with rotating jet suitable to resolution of the problems was presented.Based on liquid s... In the view of the problems existing in horizontal well,such as sand depositing and cleaning difficulty of borehole,a technology with rotating jet suitable to resolution of the problems was presented.Based on liquid solid two-phase flow theory,the analyses on the sand movement law and the swirling field influential factors were conducted.Results show that:1) With the increasing of displacement in horizontal section annulus,swirling field strength increases,and when the displacement is constant,the closer from the nozzle,the stronger the swirling field strength is;2) Head rotating speed and liquid viscosity have little influence on the swirling field strength,but the sand-carrying rate of fluid can increase by increasing liquid viscosity in a certain range;3) Rotating the string and reducing its eccentricity in annulus are conducive for sand migration in the annulus;4) The sand can be suspended and accelerated again and the swirling field strength is enhanced by the helix agitator.Hence,the research results provide the theoretical basis for the design and application of rotating jet tool. 展开更多
关键词 horizontal well sand and plug removal rotating jets sand depositing influence factors
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