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柔性板基础隔振系统的柔性多体动力学理论建模 被引量:8
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作者 俞翔 何其伟 +1 位作者 朱石坚 谢向荣 《噪声与振动控制》 CSCD 北大核心 2010年第6期58-62,共5页
根据舰艇机械隔振系统的特点,首先利用瑞利—里兹法推导了柔性板的动力学方程,然后结合柔性多体动力学理论,推导柔性板基础上的隔振系统的动力学模型。
关键词 振动与波 柔性多体动力学 瑞利—里兹 柔性板 隔振系统 建模
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考虑桩侧土抗力时超长桩的临界荷载计算 被引量:11
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作者 周淑芬 李晓红 王成 《地下空间与工程学报》 CSCD 2005年第6期882-884,共3页
桩侧土体的弹性抗力假定为两部分组成,通过选择合适的桩柱挠曲变形函数,用瑞利—里兹法求解其临界荷载,分析桩周土抗力模式对超长桩的临界荷载及计算长度的影响关系。
关键词 超长桩 抗力模式 瑞利—里兹 临界荷载
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粘弹性地基上考虑耦合效应四边自由矩形薄板的非线性自由振动分析
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作者 肖勇刚 刘蓉钧 《交通科学与工程》 2012年第3期13-17,共5页
基于Hamilton能量变分原理和薄板的基本假设,考虑地基阻尼的影响,建立了双参数粘弹性地基上考虑耦合效应的四边自由矩形薄板的非线性自由振动方程以及板域外的控制方程.应用瑞利-里兹法及循环迭代对方程进行求解,探讨了地基阻尼、地基... 基于Hamilton能量变分原理和薄板的基本假设,考虑地基阻尼的影响,建立了双参数粘弹性地基上考虑耦合效应的四边自由矩形薄板的非线性自由振动方程以及板域外的控制方程.应用瑞利-里兹法及循环迭代对方程进行求解,探讨了地基阻尼、地基弹性模量以及板的结构参数对双参数粘弹性地基上四边自由矩形薄板的非线性自由振动特性的影响,得出了双参数粘弹性地基两典型参数随时间的变化关系. 展开更多
关键词 粘弹性地基 耦合效应 非线性振动 瑞利—里兹 循环迭代
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钢吊车梁水平拉杆初始预拉力计算
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作者 郭耀杰 胡宝琳 《钢结构》 2003年第5期45-47,共3页
根据瑞利 -里兹法 ,对预应力加固的吊车梁首次提出了水平拉杆初始预拉力的计算公式。初始预拉力比拉杆中最大拉力小。利用公式确定初始预拉力 ,不仅可以避免直接将最大拉力作为初始预拉力造成的危险 ,而且能降低施加初始预拉力的难度。... 根据瑞利 -里兹法 ,对预应力加固的吊车梁首次提出了水平拉杆初始预拉力的计算公式。初始预拉力比拉杆中最大拉力小。利用公式确定初始预拉力 ,不仅可以避免直接将最大拉力作为初始预拉力造成的危险 ,而且能降低施加初始预拉力的难度。给出了工程算例 ,算例表明 ,该公式具有简洁、实用、精确度高的特点。 展开更多
关键词 预应力 拉杆 加固 吊车梁 瑞利—里兹
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具有初始缺陷的高桥墩稳定性分析 被引量:1
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作者 何学德 赵俊志 储何龙 《公路交通技术》 2010年第3期89-91,共3页
将施工中存在初始缺陷的高桥墩视为两端铰支的压杆,采用瑞利—里兹法推导其稳定临界压力公式。利用公式进行计算,算例结果表明初始缺陷的存在会降低桥墩承载力。
关键词 压杆 初始缺陷 瑞利—里兹 临界压力
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Nonlinear static characteristics of piezoelectric unimorph bending micro actuators 被引量:1
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作者 康新 董萼良 章定国 《Journal of Southeast University(English Edition)》 EI CAS 2010年第4期603-607,共5页
The nonlinear static characteristic of a piezoelectric unimorph cantilever micro actuator driven by a strong applied electric field is studied based on the couple stress theory.The cantilever actuator consists of a pi... The nonlinear static characteristic of a piezoelectric unimorph cantilever micro actuator driven by a strong applied electric field is studied based on the couple stress theory.The cantilever actuator consists of a piezoelectric layer,a passive(elastic)layer and two electrode layers.First,the nonlinear static characteristic of the actuator caused by the electrostriction of the piezoelectric layer under a strong applied electric field is analyzed using the Rayleigh-Ritz method.Secondly,since the thickness of the cantilever beam is in micro scale and there exists a size effect,the size dependence of the deformation behavior is evaluated using the couple stress theory.The results show that the nonlinearities of the beam deflection increase along with the increase of the applied electric field which means that softening of the micro beam rigidity exists when a strong external electric field is applied.Meanwhile,the optimal value of the thickness ratio for the passive layer and the piezoelectric layer is not around 1.0 which is usually adopted by some previous researchers.Since there exists a size effect of the micro beam deflection,the optimal value of this thickness ratio should be greater than 1.0 in micro scale. 展开更多
关键词 nonlinear static characteristic piezoelectric unimorph micro actuator couple stress theory Rayleigh-Ritz method
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基坑开挖影响下临近桩基稳定性分析
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作者 马祥春 《国防交通工程与技术》 2015年第2期46-49,共4页
结合势能驻值定理,利用瑞利-里兹分析方法,分析基坑开挖与土体抗力对桥梁桩基稳定性影响。研究过程中利用土弹簧模拟桩周土,按实际地基土分层计算地基抗力系数,优化传统弹性抗力法。通过一系列演算,推导出两端固定支承时桥梁桩基临界荷... 结合势能驻值定理,利用瑞利-里兹分析方法,分析基坑开挖与土体抗力对桥梁桩基稳定性影响。研究过程中利用土弹簧模拟桩周土,按实际地基土分层计算地基抗力系数,优化传统弹性抗力法。通过一系列演算,推导出两端固定支承时桥梁桩基临界荷载公式,提高了精确性,更加贴近实际工程。 展开更多
关键词 瑞利—里兹 基坑开挖 土体抗力 稳定性
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Thermal Modal Analysis of Doubly Curved Shell Based on Rayleigh⁃Ritz Method 被引量:3
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作者 ZHANG Yongfeng ZHU Ziyuan WANG Gang 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2022年第1期58-65,共8页
The doubly curved shell(DCS)is a common structure in the engineering field.In a thermal environment,the vibration characteristics of the DCS will be affected by the thermal effect.The research on the vibration charact... The doubly curved shell(DCS)is a common structure in the engineering field.In a thermal environment,the vibration characteristics of the DCS will be affected by the thermal effect.The research on the vibration characteristics of DCS in thermal environment is relatively limited.In this paper,the thermal strain and the change of Young’s modulus caused by the changing of temperature are studied,and the DCS energy equation is established systematically.The displacement tolerance function of the DCS is constructed by the spectral geometry method,and the natural frequencies and mode shapes of the DCS with different structural parameters,such as thicknesses,ratios of R_(a)/R_(b) and a/b,at different temperatures are solved by the Rayleigh-Ritz method.The results show that the natural frequency of the DCS decreases with the increasing temperature,R_(a)/R_(b) and a/b ratios,and increases with the increasing thickness. 展开更多
关键词 doubly curved shell thermal environment Rayleigh-Ritz method natural frequencies
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Free vibration analysis of non-homogeneous orthotropic plates resting on Pasternak elastic foundation by Rayleigh-Ritz method 被引量:1
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作者 Ahmad Rahbar-Ranji Arash Shahbaztabar 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第2期413-420,共8页
Free vibration analysis of non-homogeneous orthotropic plates resting on a Pasternak type of elastic foundation is investigated. A set of admissible orthogonal polynomials are generated with Gram-Schmidt orthogonaliza... Free vibration analysis of non-homogeneous orthotropic plates resting on a Pasternak type of elastic foundation is investigated. A set of admissible orthogonal polynomials are generated with Gram-Schmidt orthogonalization procedure and adopted in the Rayleigh-Ritz method. Accuracy and applicability of the method are examined by comparison of the results for different boundary conditions and material types with those available in literature. It is found that this method has good accuracy regardless of type of boundary condition and yields very accurate results even with low number of terms of orthogonal polynomials for the first mode of vibration. For higher modes of vibration, higher terms of orthogonal polynomials should be used. The effects of foundation parameter, density and non-homogeneity parameters on natural frequency are examined. It is concluded that natural frequency of plates are more sensitive to shearing layer coefficient rather than Winkler coefficient and density parameter has weakening effect on natural frequency. 展开更多
关键词 free vibration non-homogeneous orthotropic plate Pastemak foundation Rayleigh-Ritz method Gram-Schmidt procedure
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