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承受平衡轴力的空间KK管节点应力集中系数研究 被引量:3
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作者 胡维东 邵永波 杜之富 《工程力学》 EI CSCD 北大核心 2007年第9期19-25,64,共8页
采用有限元法分析了空间KK型管节点在承受平衡轴力作用下的应力集中系数。在有限元分析中,首先采用分区网格法产生KK节点的有限元网格,这种方法可以针对不同应力梯度的区域形成不同质量和精度的网格。然后在分区网格法的基础上,采用ABAQ... 采用有限元法分析了空间KK型管节点在承受平衡轴力作用下的应力集中系数。在有限元分析中,首先采用分区网格法产生KK节点的有限元网格,这种方法可以针对不同应力梯度的区域形成不同质量和精度的网格。然后在分区网格法的基础上,采用ABAQUS(2000)通用软件分析计算了KK型管节点在平衡轴力作用下的应力集中系数的大小和分布。最后,通过对30个KK节点模型的有限元分析,研究了KK节点几何参数对其应力集中系数大小以及分布情况的影响。 展开更多
关键词 KK型管节点 平衡轴力 集中系数 分区网格法 几何参数
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单箱双室箱梁剪力滞效应的差分解 被引量:8
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作者 刘勇 张丽 +1 位作者 张元海 张效军 《兰州交通大学学报》 CAS 2012年第3期31-34,共4页
从满足剪力滞翘曲应力的轴向平衡条件出发,选取三次抛物线翘曲位移模式,考虑了悬臂板宽度及上下翼板至形心轴不同距离的影响,从而更合理反映箱形梁剪力滞翘曲应力.导出了剪力滞翘曲惯性矩、惯性积和面积等几何特性计算公式.根据最小势... 从满足剪力滞翘曲应力的轴向平衡条件出发,选取三次抛物线翘曲位移模式,考虑了悬臂板宽度及上下翼板至形心轴不同距离的影响,从而更合理反映箱形梁剪力滞翘曲应力.导出了剪力滞翘曲惯性矩、惯性积和面积等几何特性计算公式.根据最小势能原理,建立了薄壁箱梁挠曲剪力滞的控制微分方程.采用有限差分法推导出变截面悬臂箱梁剪力滞效应计算式和边界条件.运用Ansys有限元软件中的Shell63单元进行建模,分析单箱双室三跨连续箱梁剪力滞效应的分布规律.对比分析了翘曲位移模式及轴力平衡条件对剪力滞效应的影响.结果表明:二、三次抛物线均不是最合理的位移模式;连续箱梁的剪力滞效应受翘曲位移模式的影响很小;轴力平衡条件对应力分布的影响亦很小. 展开更多
关键词 双室箱梁 滞效应 平衡 能量变分法 差分法
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箱梁剪力滞计算的翘曲函数法 被引量:38
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作者 钱寅泉 倪元增 《铁道学报》 EI CAS CSCD 北大核心 1990年第2期57-70,共14页
本文用翘曲函数法分析单室箱梁剪力滞效应时,考虑到翼板宽度和其至截面形心轴距离的影响并计及轴力平衡条件,对一般有任意宽度外伸板的对称性单室梯形箱梁(可蜕变为开口截面梁)提出了翘曲位移函数,讨论了其近似性。并用最小势能原理推... 本文用翘曲函数法分析单室箱梁剪力滞效应时,考虑到翼板宽度和其至截面形心轴距离的影响并计及轴力平衡条件,对一般有任意宽度外伸板的对称性单室梯形箱梁(可蜕变为开口截面梁)提出了翘曲位移函数,讨论了其近似性。并用最小势能原理推导出控制微分方程及其解。作者认为,同时考虑剪力滞效应和梁的剪切效应,将能改善挠度计算精度。文中还建立了有限条的解析算法,以比较翼板的纵向位移沿横向分布的各种假定算法之精度。通过数值计算比较和模型实验验证可以看出,本文所提出的翘曲函数法具有一定的通用性和令人满意的精度。最后给出了悬臂、简支、连续梁在均布等荷载作用下的正应力和剪力滞系数公式,以便工程上运用。 展开更多
关键词 翘曲函数法 箱梁剪滞效应 翼板宽度 平衡 挠度系数 滞系数 变分方程
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翼板变厚度箱形梁的剪力滞效应分析 被引量:6
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作者 赵庆友 张元海 邵江艳 《应用数学和力学》 CSCD 北大核心 2019年第6期609-619,共11页
针对翼板厚度沿截面宽度方向线性变化的混凝土箱形梁,利用势能变分原理对其进行剪力滞效应分析.选取剪力滞效应引起的附加挠度作为描述剪力滞变形状态的广义位移,并考虑轴力平衡条件对剪力滞效应的影响.将简支箱梁在均布荷载和集中荷载... 针对翼板厚度沿截面宽度方向线性变化的混凝土箱形梁,利用势能变分原理对其进行剪力滞效应分析.选取剪力滞效应引起的附加挠度作为描述剪力滞变形状态的广义位移,并考虑轴力平衡条件对剪力滞效应的影响.将简支箱梁在均布荷载和集中荷载作用下的理论计算值与有限元值进行对比,结果表明:采用该文分析方法得到的计算值与有限元值吻合良好,证实了该文分析方法的正确性.与将翼板变厚度箱梁简化为等厚度箱梁的计算方法相比,考虑翼板厚度变化的计算方法可提高计算精度,误差减小量最大达到了5.65%. 展开更多
关键词 薄壁箱梁 滞效应 能量变分法 翼板变厚度 平衡
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Torsional vibration analysis of lathe spindle system with unbalanced workpiece 被引量:5
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作者 郭瑞 JANG Sung-Hyun CHOI Young-Hyu 《Journal of Central South University》 SCIE EI CAS 2011年第1期171-176,共6页
For the purpose of analyzing the torsional vibration caused by the gravitational unbalance torque arisen in a spindle system when it is machining heavy work piece,a 10-DOF lumped parameter model was made for the machi... For the purpose of analyzing the torsional vibration caused by the gravitational unbalance torque arisen in a spindle system when it is machining heavy work piece,a 10-DOF lumped parameter model was made for the machine tool spindle system with geared transmission.By using the elementary method and Runge-Kutta method in Matlab,the eigenvalue problem was solved and the pure torsional vibration responses were obtained and examined.The results show that the spindle system cannot operate in the desired constant rotating speed as far as the gravitational unbalance torque is engaged,so it may cause bad effect on machining accuracy.And the torsional vibration increases infinitely near the resonant frequencies,so the spindle system cannot operate normally during these spindle speed ranges. 展开更多
关键词 unbalanced work piece gravitational unbalance torque torsional vibration spindle system geared transmission
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均布荷载作用下箱梁剪滞效应的三角级数解法研究
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作者 闫冬冬 王起才 蔺鹏臻 《四川建筑》 2011年第4期152-154,共3页
用正弦函数代替挠度,余弦函数代替位移差值函数,考虑剪滞翘曲应力的轴向自平衡,应用变分法的最小势能原理,推导出具有一般箱型截面梁的剪滞效应三角级数表达式,将求解复杂的剪滞效应简化为求解一个二元一次方程式。以一简支箱梁为例,通... 用正弦函数代替挠度,余弦函数代替位移差值函数,考虑剪滞翘曲应力的轴向自平衡,应用变分法的最小势能原理,推导出具有一般箱型截面梁的剪滞效应三角级数表达式,将求解复杂的剪滞效应简化为求解一个二元一次方程式。以一简支箱梁为例,通过ANSYS数值模拟与文章的研究结果对比可知新解法具有很高的精度,且算法简单快捷,为计算剪力滞提供了一种新方法。 展开更多
关键词 三角级数 平衡 能量变分法 ANSYS
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箱梁剪滞效应的解法研究
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作者 姜雄基 李昊鹏 刘宇 《路基工程》 2012年第1期151-153,共3页
用正弦函数代替挠度、余弦函数代替位移差值函数,考虑剪滞翘曲应力的轴向自平衡,应用变分法的最小势能原理,推导出具有一般箱型截面梁的剪滞效应三角级数计算式,将求解复杂的剪滞效应简化为求解一个二元一次方程式。以一简支箱梁为例,通... 用正弦函数代替挠度、余弦函数代替位移差值函数,考虑剪滞翘曲应力的轴向自平衡,应用变分法的最小势能原理,推导出具有一般箱型截面梁的剪滞效应三角级数计算式,将求解复杂的剪滞效应简化为求解一个二元一次方程式。以一简支箱梁为例,通过ANSYS数值模拟与所提计算式计算结果对比可知,所提计算式具有很高的精度,且算法简单快捷。 展开更多
关键词 三角级数 平衡 能量变分法 ANSYS
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Unified expression for failure of reinforced concrete members in bridge 被引量:1
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作者 黄真 刘西拉 阳光 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2006年第3期383-390,共8页
Reinforced concrete structural elements with box section are commonly used in the horizontal and vertical structure of bridges. The reinforced concrete structure in bridge often failed under the combined forces of ben... Reinforced concrete structural elements with box section are commonly used in the horizontal and vertical structure of bridges. The reinforced concrete structure in bridge often failed under the combined forces of bending, axial load, shear and torsion caused by wind and earthquake. It is very important to study the mechanism of RC box section structures subjected to a combi-nation of forces. A theoretical study and deduction of the unified expression for failure of reinforced concrete members with box section under combined bending, shear, axial force and torsion were carried out with stress equilibrium assumption. Comparison of theoretical analysis results with experimental results showed that the unified expression for failure of reinforced concrete members with box section can be used for static calculation of such structure members. 展开更多
关键词 Stress equilibrium Box section Unification Axial load BENDING SHEAR TORSION
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Modeling the Axial Balancing Mechanism of Orbit Annular Hydraulic Machines 被引量:1
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作者 Fabrizio Grasselli Massimo Milani Luca Montorsi Fabrizio Paltrinieri 《Journal of Energy and Power Engineering》 2013年第10期1946-1956,共11页
A customized combined methodology based on both 2D CFD (computational fluid dynamics) and lumped parameters numerical modeling, useful for simulating the hydraulic behavior of orbit annular machines, has been develo... A customized combined methodology based on both 2D CFD (computational fluid dynamics) and lumped parameters numerical modeling, useful for simulating the hydraulic behavior of orbit annular machines, has been developed and here presented. More in details, the predictive capabilities of this CAE (computer-aided engineering) tool can be applied for the study of both roller and gerotor architectures and considering both pumping and motoring operating mode. First of all, an in-house developed 2D CFD methodology, based on the integration of the stationary form of the Reynolds equation for the determination of the pressure distribution inside the lateral clearances bounded by the sides of the stator-rotor group and the valve plate, as well as the internal manifold surface, is firstly presented and applied. The same computational procedure has been also involved for the investigation of the leakages through the clearance between the valve plate and the balancing ring. After that, a lumped and distributed parameters numerical model has been involved for the simulation of a typical orbit roller motor operation. In this case, particular care has been devoted to the modeling of the axial leakage clearances, adopting analytical interpolation functions deducted from the numerical results calculated applying the previously described 2D CFD methodology. Finally, the whole CAE approach has been validated by means of a comprehensive numerical versus experimental comparison, obtaining a general good accordance for the overall operating field of this particular type of hydraulic unit. 展开更多
关键词 HYDRAULIC motor ORBIT CFD CAE Reynolds.
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A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory
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作者 刘夏平 孙卓 +2 位作者 唐述 黄海云 刘爱荣 《Journal of Central South University》 SCIE EI CAS 2013年第6期1750-1758,共9页
A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory was proposed,which took into account the decrease of confinement effect by steel tube and the... A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory was proposed,which took into account the decrease of confinement effect by steel tube and the non-uniform distribution of ultimate stress in cored concrete.The accuracy of the analytical result is validated through running the numerical result by finite element method (FEM) and experimental data as well.The influences of the key parameters on the load capacity of the concrete-filled steel tube (CFST) was studied,including the separation ratio,concrete compressive strength,and steel strength.The results indicate that the load capacity of the tube increases with concrete strength and steel strength under the separation ratio less than 4%,while decreases with a higher separation ratio improved. 展开更多
关键词 concrete-filled steel tube limit equilibrium theory axial load capacity
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Bifurcation and Solitary Solution of a Transient Temperature Field Along Axis of Gun Muzzle
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作者 JiangrongXu FanGe 《Journal of Thermal Science》 SCIE EI CAS CSCD 2001年第3期260-263,共4页
Based on non-equilibrium thermodynamic theory, a temperature field model of gun muzzle is setup We obtain not only a solitary solution, but also a bifurcation solution. The physical picture of the solutions is corresp... Based on non-equilibrium thermodynamic theory, a temperature field model of gun muzzle is setup We obtain not only a solitary solution, but also a bifurcation solution. The physical picture of the solutions is corresponding to the center flame and secondary flame of the gun muzzle. 展开更多
关键词 bifurcation solution solitary solution transient temperature field gun muzzle.
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