设计和对高速列车的地板振动隔离器进行静态和动态分析
Shuaishuai Wan1, Leiming Song1, Xiaojun Hu1
1School of Mechanical, Electronic and Control Engineering, Beijing Jiaotong University, Beijing, China.
Science progress
|November 5, 2024
概括
一种新的近零刚度地板振动隔离器,旨在提高高速列车乘客的舒适度. 这种创新设计有效地减少低频振动和噪音,显示出改善列车内部的有希望的发展前景.
科学领域:
- 机械工程 机械工程
- 振动和声学 振动和声学
- 运输工程 运输工程
背景情况:
- 高速列车速度的增加加剧了减少内部振动和噪音的挑战.
- 乘客舒适度受到火车地板对振动和声音隔离性能的重大影响.
- 传统的振动隔离方法在有效处理低频振动方面存在局限性.
研究的目的:
- 设计和分析一种具有近零刚性特性的新型地板振动隔离器.
- 为了评估设计的隔离器的静态和动态振动隔离性能.
- 确认隔离器在减少低频振动以提高乘客舒适度方面的有效性.
主要方法:
- 基于传统的地板振动隔离器参数设计的近零刚度振动隔离器的设计.
- 有限元模型 (FEM) 用于对振动隔离器的静态和动态分析.
- 负载位移曲线的模拟,用于在各种工作条件下进行静态分析和动态性能.
主要成果:
- 静态模拟产生了负载位移曲线,描述了隔离器的行为.
- 动态分析证实了在不同操作场景中有效的低频振动隔离.
- 与传统方法相比,近零刚度设计显示出优越的振动隔离能力.
结论:
- 设计的近零刚度地板振动隔离器有效减少高速列车中的低频振动.
- 有限元分析验证了隔离器在静态和动态条件下的性能.
- 这种创新的振动隔离器显示出提高乘客舒适度和火车行驶质量的巨大潜力.
相关概念视频
Design of Transmission Shafts - Stress Analysis
315
Designing a transmission shaft requires a thorough understanding of the stresses induced by bending moments and torques, especially in systems where power is transferred through gears. These forces create force-couple systems at the centers of the shaft's cross-sections, leading to both transverse and torsional loading. Although shearing stresses from transverse loads are typically smaller than those from torques and are often overlooked, the significant normal stresses from these loads...
315
Design of Transmission Shafts
283
The design of a transmission shaft is governed by two primary specifications: the power it transmits and its rotational speed. These parameters guide the selection of the shaft's material and cross-sectional dimensions, ensuring that the material's maximum shearing stress remains within the elastic limit while transmitting the desired power at the given speed. The system's power is intrinsically linked to the applied torque. The torque applied to the shaft can be calculated by...
283
Stresses in a Shaft
353
The shaft PQ is subjected to a twisting force when equal and opposite torques are applied on either side. A section that cuts perpendicular to the shaft's axis at any arbitrary point R is examined to understand this. When the free-body diagram of the QR segment is analyzed, it reveals the shearing forces exerted by the PR portion onto the QR segment as the shaft experiences twisting.
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
353
Stress Concentrations in Circular Shafts
165
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
165
Vibrating Concrete
71
Mechanical vibrators are instrumental in compacting newly poured concrete within formwork and around reinforcements. This process is essential to eliminate trapped air pockets and establish a dense concrete mass. One widely used method is vibrating by internal vibrators, often referred to as a poker vibrator or immersion vibrator. It is rapidly inserted through the full depth of the freshly laid concrete and slightly extends into the layer below it (which remains in a plastic state). Consistent...
71
Beams with Symmetric Loadings
182
The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
The M/EI...
The M/EI...
182


