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NUMERICAL ANALYSIS ON INCREASE OF SECTIONAL STRESS OF A SHAFT WITH RUB-IMPACT CONDITION
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作者 丁千 陈予恕 曹树谦 《Transactions of Tianjin University》 EI CAS 1999年第1期16-20,共5页
The numerical analysis on a shaft with rub-impact condition is done by using the finite difference method. The bending modes and the moment yaring along the shaft are described,to reveal the in crease pattern of sect... The numerical analysis on a shaft with rub-impact condition is done by using the finite difference method. The bending modes and the moment yaring along the shaft are described,to reveal the in crease pattern of sectional stress of the shaft. The result obtained in this paper can be used in explaining the phenomena of many breaking sections appeared in destructive failures of actual rotating machinery. 展开更多
关键词 SHAFT RUB-IMPACT bending moment STRESS
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两种理论下梁振动固有频率试验研究 被引量:2
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作者 孙金坤 韩文坝 +2 位作者 李奎 周文峰 马海萍 《四川建筑科学研究》 2018年第1期33-36,42,共5页
现行弹性理论用梁弯曲正应力推导出了简支梁振动微分方程,并得出了梁的固有频率公式;而"非零应矩弹性理论"用梁弯曲弯应矩理论推导出了简支梁振动新的微分方程,并得出了新的梁固有频率计算公式。为对比两个固有频率的准确性,... 现行弹性理论用梁弯曲正应力推导出了简支梁振动微分方程,并得出了梁的固有频率公式;而"非零应矩弹性理论"用梁弯曲弯应矩理论推导出了简支梁振动新的微分方程,并得出了新的梁固有频率计算公式。为对比两个固有频率的准确性,本文研究了通过简支梁跨中电机偏心转动施加不同频率的力,从而根据电机的转速确定简支梁发生共振时电机施加力的频率,即为简支梁的固有频率。试验结果:"非零应矩弹性理论"推导出的固有频率和其实测的共振时电机的频率基本一致,其误差都在0.16%~5.32%;而现行弹性理论推导出的固有频率与实测值的误差都在3.79%~43%。这证明了"非零应矩弹性理论"推导出的固有频率更准确。 展开更多
关键词 曲正 弯应矩 固有频率 共振 梁受近振动微分方程
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New tangent stiffness matrix for geometrically nonlinear analysis of space frames 被引量:1
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作者 顾建新 陈绍礼 《Journal of Southeast University(English Edition)》 EI CAS 2005年第4期480-485,共6页
A three-dimensional beam element is derived based on the principle of stationary total potential energy for geometrically nonlinear analysis of space frames. A new tangent stiffness matrix, which allows for high order... A three-dimensional beam element is derived based on the principle of stationary total potential energy for geometrically nonlinear analysis of space frames. A new tangent stiffness matrix, which allows for high order effects of element deformations, replaces the conventional incremental secant stiffness matrix. Two deformation stiffness matrices due to the variation of axial force and bending moments are included in the tangent stiffness. They are functions of element deformations and incorporate the coupling among axial, lateral and torsional deformations. A correction matrix is added to the tangent stiffness matrix to make displacement derivatives equivalent to the commutative rotational degrees of freedom. Numerical examples show that the proposed dement is accurate and efficient in predicting the nonlinear behavior, such as axial-torsional and flexural-torsional buckling, of space frames even when fewer elements are used to model a member. 展开更多
关键词 beam elements space frames tangent stiffness matrix flexural-torsional buckling second-order effects geometric nonlinearity
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Motion Track Modeling and Analysis of Belt Spindle under Combined Effects of Bending Moment-Torque-Thermal Deformation 被引量:1
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作者 齐向阳 高卫国 +2 位作者 刘腾 张大卫 Mao Ken 《Transactions of Tianjin University》 EI CAS 2015年第3期209-215,共7页
The motion track of belt spindle is important for the radial error of belt spindle. An analytical modeling method for the motion track of belt spindle under the combined effects of bending moment-torque-thermal deform... The motion track of belt spindle is important for the radial error of belt spindle. An analytical modeling method for the motion track of belt spindle under the combined effects of bending moment-torque-thermal deformation is proposed in this paper. Three running phases of belt spindle have been analyzed and modeled: the start-up phase with leaping change due to the change in force and bending moment, the accelerating phase with axis deflection, and the constant speed phase with axis regression because of the combined effects of bending moment-torque-thermal deformation. The simulation and test were completed on the belt spindle of SKVM850 machine tool, which illustrates the variation law of the radial error of belt spindle during the whole running phases. 展开更多
关键词 belt spindle TORQUE MOMENT thermal deformation DEFLECTION regression
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Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 被引量:2
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作者 HU ShaoWei CHEN Liang 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第12期3302-3310,共9页
While modem prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or in... While modem prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the an- ti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the re- sults which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distri- bution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution.The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on tress-model-theory of the distortion an- gle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. 展开更多
关键词 high-strength concrete composite beams prestressed steel boxes torsion property cracking torque ultimate torque combined torsion torsion-bending correlation equation
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