An Optimized Frequency Scanning Tool for Sub-Synchronous Interaction Analysis of Non-Linear Devices

Author(s):  
Igor B. M. Matsuo ◽  
Farshid Salehi ◽  
Long Zhao ◽  
Yuhao Zhou ◽  
Wei-Jen Lee
Author(s):  
Dongkyun Lee ◽  
Elijah Kannatey-Asibu

Ultrafast or ultrashort pulse lasers are increasingly being used for micro and nano-manufacturing. Because of the extremely short pulsewidth, there is usually not enough time for energy equilibrium to be established between the electrons and lattice in metals. Thus, instead of the conventional heat conduction model, the two-temperature model (TTM) is used to analyze laser-matter interactions for ultrashort pulse lasers. However, currently available non-linear two-temperature models generally require high computation capacity and long calculation time. In this study, a laser-matter interaction analysis strategy for a simplified dimensionless linear two-temperature model (SDLTTM) with proper heat source terms is developed to provide a quick and effective analytical method. SDLTTM is derived from a non-linear TTM with an assumption of constant material properties. The analytical solutions of the SDLTTM for lattice and electron temperatures for selected heat sources are obtained in the form of infinite series, and compared with other non-linear TTMs and experimental results for the electron temperature. Good correlation is obtained with the experimental results. Finally, the limitations of the SDLTTM, which result from the linearization assumption, are discussed.


2012 ◽  
Vol 170-173 ◽  
pp. 246-251
Author(s):  
Wei Li ◽  
Fa Bo Chen ◽  
Xue Yong Xu ◽  
Qing Tao Song

m-method is a widely used method for pile-soil interaction analysis. The main shortcoming of traditional m-method is ignoring the non-linear of soil. The actual relationship between the m and the displacement of pile (y) caused by loads is non-linear; however, it is unreasonable to used a linear curve and a fixed value of m during the calculation. Two methods for getting the m-y curve based on the p-y curve and the NL method are given. Linear spring is used and the m is dynamic modified based on the m-y curve by iteration. A test problem of a large-diameter monopile for offshore wind turbine is given and the dynamic modification of m of the full-range, the shallow and the deep-seated soil are carried out. It reveals that the dynamic modification of m by iteration made it possible to consider the non-linear of soil; the difference between the traditional m-method and the p-y curve method or NL method is caused by the way that using one and fixed m value and it is reasonable to use the non-linear m-y curve obtained by in-situ test; the lateral load-bearing capacity of the pile is influenced mainly by the soil between the mud-line and the depth of 3~5D (pile diameter), so that the dynamic modification of the m can be carried out for this part of soil to raise efficiency.


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