Analytical method of calculation of non-stationary temperature field at linear dependence of thermal conductivity coefficient on spatial coordinate

Author(s):  
Yu.V. Vidin ◽  
◽  
V.S. Zlobin ◽  
A.A. Fedyaev ◽  
◽  
...  
2010 ◽  
Vol 102-104 ◽  
pp. 630-633
Author(s):  
Xu Da Qin ◽  
Wei Cheng Liu ◽  
Hao Jia ◽  
Xiao Lai Ji

Because of the small thermal conductivity coefficient of Ti alloy, the heat cannot disperse timely and accumulate seriously when plunge milling Ti alloy. If the cutting parameters can not be controlled well, the phenomenon of sticking will happen easily. According to the simulation and analysis of temperature field by using finite element software ABAQUS, the influence on cutting speed and feed for the Distributing of Temperature Field about Cutting Area in Plunge Milling Ti Alloy is acquired.


2012 ◽  
Vol 204-208 ◽  
pp. 650-653
Author(s):  
Jiang Li ◽  
Jun Ping Fu ◽  
Wu Gang Xie

System effectiveness and useful life of heat pump are directly affected by whether the design of ground heat exchanger is reasonable or not. The efficiency of heat exchanger has a close relationship with soil thermal conductivity coefficient and heat diffusivity, while soil moisture content affects soil thermal conductivity coefficient and soil temperature field. In this paper, we perform numerical simulation on CFD software. Then we study the soil temperature changes through field experiment in different soil moisture content on field experiment and finally obtained the relationships of the moisture content with the single U ground soil temperature field.


2013 ◽  
Vol 448-453 ◽  
pp. 3320-3323
Author(s):  
Chao Zhao ◽  
Du Shun Ting

The coefficient of thermal conductivity is one of the important parameters of concretes thermal performance and it has a relatively great influence on the temperature field inside its structure. This paper explores the basic equipments of the experiment on concretes coefficient of thermal conductivity and the requirements on configuration of primary materials. In the meanwhile, it studies the establishment of the model of concretes coefficient of thermal conductivity from the theoretical basis of thermal conductivity simulation, the division of thermal fluxs pathways and that of K in the formula of the coefficient of thermal conductivity.


2014 ◽  
Vol 2014 (3) ◽  
pp. 161-164
Author(s):  
Алексей Флоров ◽  
Aleksey Florov ◽  
Михаил Куликов ◽  
Mikhail Kulikov ◽  
Маунг Сан ◽  
...  

The possibility of creating a method of calculation is not stationary temperature field induced in the material during cutting. A new methodological approach does not determine the steady-state temperature field in a homogeneous material.


2021 ◽  
Vol 1155 (1) ◽  
pp. 012007
Author(s):  
I I Latypov ◽  
L A Bigaeva ◽  
G S Mukhametshina ◽  
N A Shaikhutdinova ◽  
A Y Gilev

Author(s):  
Ahmed E Aboueregal ◽  
Hamid M Sedighi

The present contribution aims to address a problem of thermoviscoelasticity for the analysis of the transition temperature and thermal stresses in an infinitely circular annular cylinder. The inner surface is traction-free and subjected to thermal shock heating, while the outer surface is thermally insulated and free of traction. In this work, in contrast to the various problems in which the thermal conductivity coefficient is considered to be fixed, this parameter is assumed to be variable depending on the temperature change. The problem is studied by presenting a new generalized thermoelastic model of thermal conductivity described by the Moore–Gibson–Thompson equation. The new model can be constructed by incorporating the relaxation time thermal model with the Green–Naghdi type III model. The Laplace transformation technique is used to obtain the exact expressions for the radial displacement, temperature and the distributions of thermal stresses. The effects of angular velocity, viscous parameter, and variance in thermal properties are also displayed to explain the comparisons of the physical fields.


Sign in / Sign up

Export Citation Format

Share Document