期刊文献+
共找到7篇文章
< 1 >
每页显示 20 50 100
Modeling and analysis of piezoelectric beam with periodically variable cross-sections for vibration energy harvesting 被引量:7
1
作者 M.HAJHOSSEINI M.RAFEEYAN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2016年第8期1053-1066,共14页
A bimorph piezoelectric beam with periodically variable cross-sections is used for the vibration energy harvesting. The effects of two geometrical parameters on the first band gap of this periodic beam are investigate... A bimorph piezoelectric beam with periodically variable cross-sections is used for the vibration energy harvesting. The effects of two geometrical parameters on the first band gap of this periodic beam are investigated by the generalized differential quadrature rule (GDQR) method. The GDQR method is also used to calculate the forced vibration response of the beam and voltage of each piezoelectric layer when the beam is subject to a sinusoidal base excitation. Results obtained from the analytical method are compared with those obtained from the finite element simulation with ANSYS, and good agreement is found. The voltage output of this periodic beam over its first band gap is calculated and compared with the voltage output of the uniform piezoelectric beam. It is concluded that this periodic beam has three advantages over the uniform piezoelectric beam, i.e., generating more voltage outputs over a wide frequency range, absorbing vibration, and being less weight. 展开更多
关键词 vibration energy harvesting piezoelectric cantilever beam periodically variable cross-section vibration band gap forced vibration analysis generalized differential quadrature rule (GDQR)
下载PDF
Equivalent bending stiffness of simply supported preflex beam bridge with variable cross-section 被引量:5
2
作者 杨明 黄侨 王德军 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第1期13-17,共5页
In order to understand mechanical characters and find out a calculating method for preflex beams used in particular bridge engineering projects, two types of simply supported preflex beams with variable crosssection, ... In order to understand mechanical characters and find out a calculating method for preflex beams used in particular bridge engineering projects, two types of simply supported preflex beams with variable crosssection, preflex beam with alterative web depth and preflex beam with aherative steel flange thickness, are dis- cussed on how to achieve the equivalent moment of inertia and Young' s modulus. Additionally, methods of cal- culating the equivalent bending stiffness and post-cracking deflection are proposed. Results of the experiments on 6 beams agree well with the theoretical analysis, which proves the correctness of the proposed formulas. 展开更多
关键词 variable cross-section preflex beam equivalent moment of inertia equivalent bending stiffness
下载PDF
连续钢箱梁桥顶推施工下导梁设计参数分析
3
作者 孙建民 《科技创新与应用》 2024年第7期119-122,共4页
在桥梁工程中,顶推施工时设置导梁具有减少临时墩的数量,增加临时墩之间的跨度等作用。然而目前导梁的设计尚未形成完整的理论体系,按钢结构设计的方法进行导梁的设计较为复杂。该文根据工程实例,以有限元软件计算作为基础,计算在不同... 在桥梁工程中,顶推施工时设置导梁具有减少临时墩的数量,增加临时墩之间的跨度等作用。然而目前导梁的设计尚未形成完整的理论体系,按钢结构设计的方法进行导梁的设计较为复杂。该文根据工程实例,以有限元软件计算作为基础,计算在不同导梁长度和不同变截面方案下结构的受力情况,以最不利情况下结构的应力、挠度、稳定性作为评判依据。最终选择36 m的导梁长度,近端2 500 mm,远端1 500 mm的变截面方案,节省7.27%的用钢量,最终计算钢导梁最大竖向挠度为314.6 mm;钢导梁最大正应力为164.4 MPa;钢导梁最大剪应力为32.1 MPa,均符合规范要求。 展开更多
关键词 顶推施工 变截面导梁 数值模拟 参数优化 工程实例
下载PDF
新型变截面导梁设计研究
4
作者 林文惜 南迪 《北方交通》 2024年第2期18-21,26,共5页
导梁是桥梁顶推过程中增大顶推跨度、减小主梁悬臂长度的重要措施之一,以一座202m跨径的钢拱桥顶推导梁施工设计为例,详细分析了新型变截面导梁设计参数的选取、导梁截面的优化及导梁的整体模型与局部模型验算。经验算,在最不利工况下,... 导梁是桥梁顶推过程中增大顶推跨度、减小主梁悬臂长度的重要措施之一,以一座202m跨径的钢拱桥顶推导梁施工设计为例,详细分析了新型变截面导梁设计参数的选取、导梁截面的优化及导梁的整体模型与局部模型验算。经验算,在最不利工况下,导梁各杆件最大应力为263MPa,局部验算最大Mises应力为270MPa,均满足设计强度要求,各杆件刚度和稳定性均满足设计要求。在满足施工要求的前提下,最大限度降低导梁自重,节约成本,具有明显经济效益,可为同类施工提供参考经验。 展开更多
关键词 新型变截面导梁 钢桁梁 顶推施工 有限元分析
下载PDF
Design and dynamic analysis of integrated architecture for vibration energy harvesting including piezoelectric frame and mechanical amplifier 被引量:3
5
作者 Xiangjian DUAN Dongxing CAO +1 位作者 Xiaoguang LP Yongjun SHEN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2021年第6期755-770,共16页
Vibration energy harvesters(VEHs) can transform ambient vibration energy to electricity and have been widely investigated as promising self-powered devices for wireless sensor networks, wearable sensors, and applicati... Vibration energy harvesters(VEHs) can transform ambient vibration energy to electricity and have been widely investigated as promising self-powered devices for wireless sensor networks, wearable sensors, and applications of a micro-electro-mechanical system(MEMS). However, the ambient vibration is always too weak to hinder the high energy conversion efficiency. In this paper, the integrated frame composed of piezoelectric beams and mechanical amplifiers is proposed to improve the energy conversion efficiency of a VEH. First, the initial structures of a piezoelectric frame(PF) and an amplification frame(AF) are designed. The dynamic model is then established to analyze the influence of key structural parameters on the mechanical amplification factor. Finite element simulation is conducted to study the energy harvesting performance, where the stiffness characteristics and power output in the cases of series and parallel load resistance are discussed in detail. Furthermore, piezoelectric beams with variable cross-sections are introduced to optimize and improve the energy harvesting efficiency. Advantages of the PF with the AF are illustrated by comparison with conventional piezoelectric cantilever beams. The results show that the proposed integrated VEH has a good mechanical amplification capability and is more suitable for low-frequency vibration conditions. 展开更多
关键词 vibration energy harvesting mechanical amplifier piezoelectric frame(PF) amplification frame(AF) variable cross-section beam
下载PDF
Semi-analytical method for calculating aeroelastic effect of profiled rod flying at high velocity
6
作者 Hui-jun NING Nan-peng FENG +2 位作者 Tan-hui WU Cheng ZHANG Hao WANG 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2015年第1期85-92,共8页
The key technique of a kinetic energy rod(KER) warhead is to control the flight attitude of rods. The rods are usually designed to different shapes. A new conceptual KER named profiled rod which has large L/D ratio is... The key technique of a kinetic energy rod(KER) warhead is to control the flight attitude of rods. The rods are usually designed to different shapes. A new conceptual KER named profiled rod which has large L/D ratio is described in this paper. The elastic dynamic equations of this profiled rod flying at high velocity after detonation are set up on the basis of Euler-Bernoulli beam, and the aeroelastic deformation of profiled rod is calculated by semi-analytical method for calculating the vibration characteristics of variable cross-section beam. In addition, the aeroelastic deformation of the undeformed profiled rod and the aeroelastic deformation of deformed profiled rod which is caused by the detonation of explosive are simulated by computational fluid dynamic and finite element method(CFD/FEM), respectively. A satisfactory agreement of these two methods is obtained by the comparison of two methods. The results show that the semi-analytical method for calculating the vibration characteristics of variable cross-section beam is applied to analyze the aeroelastic deformation of profiled rod flying at high velocity. 展开更多
关键词 Profiled ROD DETONATION process variable cross-section beam Aeroelastic DEFORMATION Numerical analysis
下载PDF
城际铁路变跨施工中运架一体机调头角度控制技术 被引量:2
7
作者 王运 《郑州铁路职业技术学院学报》 2023年第1期8-12,共5页
城际铁路变跨施工中运架一体机调头时因整机断面对导梁机重心位置的影响,造成重心位置不准确,导致施工架梁效率较低,对此提出变跨施工中运架一体机调头角度控制方法。经汉巴南城际铁路工程实践,表明所提方法的调头角度位置误差均在允许... 城际铁路变跨施工中运架一体机调头时因整机断面对导梁机重心位置的影响,造成重心位置不准确,导致施工架梁效率较低,对此提出变跨施工中运架一体机调头角度控制方法。经汉巴南城际铁路工程实践,表明所提方法的调头角度位置误差均在允许范围内,可提高变跨施工架梁效率,在变跨施工中具有一定优势。 展开更多
关键词 变跨施工 运架一体机 角度控制 导梁机重心
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部