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基于渐近分析法的复杂截面梁振动分析
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作者 宋子文 孙直 朱一超 《力学学报》 EI CAS CSCD 北大核心 2024年第2期494-505,共12页
梁结构在工程工业中发挥着重要的作用,梁的自振问题能够体现其本征动力学特性,是梁动力学分析中的基本问题.经典梁理论的提出往往基于不同的假设,文章采用渐近分析的方法,以梁的截面尺寸与长度之比为特征参数,严格地推导了三维梁结构的... 梁结构在工程工业中发挥着重要的作用,梁的自振问题能够体现其本征动力学特性,是梁动力学分析中的基本问题.经典梁理论的提出往往基于不同的假设,文章采用渐近分析的方法,以梁的截面尺寸与长度之比为特征参数,严格地推导了三维梁结构的一维等效振动分析模型.基于梁结构几何特征的参数的引入,有助于确定梁结构应力场和位移场等物理量之间的真实量级关系.渐近分析结果表明,纯弯曲变形只是细长梁振动分析中的首阶项,对于复杂截面梁结构仍然可以使用与欧拉梁模型复杂度相似的一维等效梁模型进行振动分析.以精细三维有限元的计算结果为基准,验证了所提出的一维等效梁模型用于振动分析的准确性和有效性.一维等效梁模型可以在商业有限元软件中通过自定义截面等内嵌模块便捷地实现.对比有限元软件中多种梁单元的计算结果发现,在相似的模型复杂度下,等效模型对细长梁自振频率的分析精度与稳定性显著优于在商业有限元软件中直接选择复杂梁截面使用梁单元计算的结果. 展开更多
关键词 渐近分析法 复杂截面 欧拉梁 自由振动
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Structural Dynamic Optimization for Flexible Beam of Helicopter Rotor Based on GA
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作者 GAO Yadong PI Runge HUANG Dawei 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2022年第6期721-734,共14页
As one of the most important steps in the design of bearing-less rotor systems,the design of flexible beam has received much research attention.Because of the very complex working environment of helicopter,the flexibl... As one of the most important steps in the design of bearing-less rotor systems,the design of flexible beam has received much research attention.Because of the very complex working environment of helicopter,the flexible beam should satisfy both the strength and dynamic requirements.However,traditional optimization research focused only on either the strength or dynamical characteristics.To sufficiently improve the performance of the flexible beam,both aspects must be considered.This paper proposes a two-stage optimization method based on the Hamilton variational principle:Variational asymptotic beam section analysis(VABS)program and genetic algorithm(GA).Consequently,a two-part analysis model based on the Hamilton variational principle and VABS is established to calculate section characteristics and structural dynamics characteristics,respectively.Subsequently,the two parts are combined to establish a two-stage optimization process and search with GA to obtain the best dynamic characteristics combinations.Based on the primary optimization results,the section characteristics of the flexible beam are further optimized using GA.The optimization results show that the torsional stiffness decreases by 36.1%compared with the full 0°laying scheme without optimization and the dynamic requirements are achieved.The natural frequencies of flapping and torsion meet the requirements(0.5 away from the passing frequencies of the blade,0.25 away from the excitation force frequency,and the flapping and torsion frequencies keep a corresponding distance).The results indicate that the optimization method can significantly improve the performance of the flexible beam. 展开更多
关键词 bearing-less rotor system flexible beam dynamic optimization Hamilton variational principle variational asymptopic beam section analysis genetic algorithm(GA)
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Aeroelastic Responses for Wind Turbine Blade Considering Bend-Twist Coupled Effect
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作者 Li Yijin Wang Tongguang 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2016年第1期16-25,共10页
The Euler-Bernoulli beam model coupled with the sectional properties obtained by the variational asymptotic beam sectional analysis(VABS)method is used to construct the blade structure model.Combined the aerodynamic l... The Euler-Bernoulli beam model coupled with the sectional properties obtained by the variational asymptotic beam sectional analysis(VABS)method is used to construct the blade structure model.Combined the aerodynamic loads calculated by unsteady blade element momentum model with a dynamic inflow and the dynamic stall correction,the dynamics equations of blade are built.The Newmark implicit algorithm is used to solve the dynamics equations.Results of the sectional properties and blade structure model are compared with the multi-cell beam method and the ANSYS using shell elements.It is proved that the method is effective with high precision.Moreover,the effects on the aeroelastic response caused by bend-twist coupling are analyzed.Torsional direction is deflected toward the upwind direction as a result of coupling effects.The aerodynamic loads and the displacement are reduced. 展开更多
关键词 variational asymptotic beam sectional analysis vabs wind turbine unsteady blade element momen turn theory dynamic stall aeroelastic responses
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陶乐黄河公路大桥主桥设计
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作者 裴金辉 史成万 康治业 《公路交通技术》 2007年第6期38-42,共5页
陶乐黄河公路大桥主桥上部结构采用60 m+5×90 m+60 m悬浇变截面预应力混凝土连续箱梁,下部结构为薄壁实体墩,结构受力复杂。介绍主桥结构设计与分析。
关键词 变截面预应力混凝土连续箱梁桥 结构设计 结构分析
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