Correlation Between Rail Dynamic Load and Actual Load through Dynamic Analysis

2021 ◽  
Vol 24 (8) ◽  
pp. 709-717
Author(s):  
Ju Won Kim ◽  
Yong Hwan Kim
2020 ◽  
Vol 313 ◽  
pp. 00019 ◽  
Author(s):  
Daniel Papán ◽  
Zuzana Papánová

The interested part of dynamic analysis is the blasting work effects propagation through soil. This type of the dynamic load can be significant when the soil structure dynamic interaction hasn´t favourable conditions. It can cause structural failures on buildings. The main aim of the paper is to investigate how we can estimate the magnitudes of the seismic waves during blasting works. The results are based on experimental studies.


Author(s):  
H. K. Kohler ◽  
A. Pratt ◽  
A. M. Thompson

This paper gives a general account of gear dynamic tooth loads and noise. Experimental work in progress is used to illustrate the steps in a dynamic analysis of a gear system. The nature and specification of the excitation sources at the tooth contact, and the generation of tooth contact frequency components and of their sidebands for spur and helical gearing are described, together with the vibrational and acoustic responses and the correlation between excitation and response. The analysis indicates how control of dynamic load and noise can be achieved.


Author(s):  
Satyaranjan Sinha ◽  
Suman Kar ◽  
D. G. Sarangdhar

Impact Loads due to wave slamming on horizontal members of the hull structure are of considerable interest in the context of very light and optimized structure, as found on Naval Vessel and other high speed vessels. These Slamming Loads are highly dynamic in nature, which is characterized by very short duration of the load, usually 10–20 milli-seconds, with a peak value for even a shorter duration. Therefore, a dynamic analysis is required to study the response of the structure, which is susceptible to slamming. Also, considering the extreme load response with a small probability of occurrence, certain amount of permanent deformation can be accepted. This paper presents the systematic transient dynamic analysis carried out for almost 2000 cases and proposes a method based on this study, for design of structures subjected to slamming loads. A Dynamic Load Factor, which converts the dynamic load into an equivalent static load, is introduced, after which a simple static analysis would yield the same results as that obtained from the dynamic analysis. Further, the paper also provides a method for calculating the plate thickness, given any slamming load, acceptable value of permanent deformation, and in-plane stress.


2012 ◽  
Vol 178-181 ◽  
pp. 1947-1950
Author(s):  
Yuan Wen Cao ◽  
Yan Li Yi ◽  
Min Qin

Model of heavy truck was built with the ADAMS dynamics simulation software. Dynamic loads between the wheels and the pavement with different loads and different speeds and different road surfaces were analyzed comparatively. Results indicate that the dynamic load between the wheels and the pavement will be increased with the speed increase; the dynamic loads between the wheels and the pavement will be increased with the pavement amplitude increase; Under the same conditions, the dynamic load of fully loaded vehicle was larger than that of no-load vehicle.


2021 ◽  
Vol 11 (9) ◽  
pp. 4149
Author(s):  
Anton Petrochenkov ◽  
Aleksey Sal’nikov ◽  
Sergey Bochkarev ◽  
Pavel Ilyushin

An algorithm for constructing a dynamic analysis during the formation of a wave field of stand for testing turbines and the effect of the frequency interaction of the stand’s elements on the measurement of its magnitude is described. The research algorithm involves the use of theoretical solutions of nonlinear wave processes using linear oscillations, refined by experiments. The diagnostic model can determine the technical condition of the stand’s elements and also determine the causes of the discrepancies between the calculated and measured turbine power values. To clarify the stiffness coefficients between the stand’s elements, a modal analysis was used to obtain the range of their changes depending on the external dynamic load, which made it possible to assess the impact of changes in the frequency interaction conditions on the turbine power measurement at different test modes. The conditions for amplifying the amplitude of oscillations at their eigenfrequencies are obtained, and the value of the possible deviation of the expected power value at its measurement for specific modes of the turbine is calculated. The algorithm allows to estimate the dynamic state of the stand-in different research modes of turbines and give recommendations for reducing the level of frequency interaction.


Author(s):  
Renatas Karalevicˇius ◽  
Gintautas Dundulis ◽  
Sigitas Rimkevicˇius ◽  
Eugenijus Usˇpuras

The Ignalina NPP has two reactors. The Unit 1 was shut down, therefore the special equipment was designed for transportation of the fuel from Unit 1 to Unit 2. The fuel-loaded basket can drop during transportation. The special shock absorber was designed in order to avoid failure of fuel assemblies during transportation. In case of drop of fuel loaded basket, the failure of fuel assemblies can occur. This shock absorber was studied by scaled experiments at Lithuanian Energy Institute. Static and dynamic investigations of shock absorber are presented in this paper, including dependency of axial force versus axial compression. The finite element codes BRIGADE/Plus and ABAQUS/Explicit were used for analysis. Static simulation was used to optimize the dimensions of shock absorber. Dynamic analysis shows that shock absorber is capable to withstand the dynamic load for successful force suppression function in case of an accident.


Author(s):  
Donald Essen ◽  
Luqyana Luqyana

Rotating machines can be regarded as live load when the machine is operating at a period of time at a certain speed will result in vibration on the structure. The purpose of this research to perform dynamic analysis of the portal structure in order to know how much influence the dynamic load due to the machine that is operating on the structure and get a large ratio of displacement, velocity, and acceleration when the load is given a static and dynamic load. This dynamic analysis is done with the help of SAP2000 V.20.0.2 software. From the results of this study, it was found that the first ten shape modes of the structure did not experience resonance, although in a third mode natural frequency obtained at 57.466 Hz which has a result of 0.865 Hz and is said to be close to resonance, but the frequency does not have much impact on the structure. In addition to considering the resonance value, the structure also considers the value of all amplitudes and the results of the internal forces of the structure. From the results of the amplitude of displacement, velocity, and acceleration shows that vibration does not affect humans and does not damage the structure in accordance with applicable regulations and standards.


2009 ◽  
Author(s):  
William S. Marras ◽  
Steven A. Lavender ◽  
A. Sue ◽  
Ferguson Riley E. Splittstoesser ◽  
Gang Yang

2013 ◽  
Vol 133 (4) ◽  
pp. 891-898
Author(s):  
Takeo Sakairi ◽  
Masashi Watanabe ◽  
Katsuyuki Kamei ◽  
Takashi Tamada ◽  
Yukio Goto ◽  
...  

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