Determination of the thermal conductivity of xenon-helium mixtures at high temperatures by the shock-tube method

1992 ◽  
Vol 13 (2) ◽  
pp. 211-221 ◽  
Author(s):  
K. Hashimoto ◽  
N. Matsunaga ◽  
A. Nagashima ◽  
K. Mito
2000 ◽  
Vol 28 (2) ◽  
pp. 2403-2409 ◽  
Author(s):  
S. Song ◽  
R.K. Hanson ◽  
C.T. Bowman ◽  
D.M. Golden
Keyword(s):  

1960 ◽  
Vol 38 (7) ◽  
pp. 887-907 ◽  
Author(s):  
M. J. Laubitz

Thermal and electrical conductivity, thermoelectric power vs. platinum, and thermal expansion of Armco iron were determined in the temperature range of 0 °C to 1000 °C. All these properties show a discontinuous change at the α–γ transition of iron, and a change in slope at the Curie point. These measurements were carried out as a contribution to a co-operative determination of thermal conductivity of Armco iron at high temperatures.


2005 ◽  
Vol 43 (5) ◽  
pp. 793-795 ◽  
Author(s):  
A. V. Kostanovskii ◽  
M. G. Zeodinov ◽  
M. E. Kostanovskaya

1987 ◽  
Vol 30 (268) ◽  
pp. 1601-1607 ◽  
Author(s):  
Keiichi MITO ◽  
Daisuke HISAJIMA ◽  
Naoki MATSUNAGA ◽  
Masahiko MIYATA ◽  
Akira NAGASHIMA

2016 ◽  
Vol 677 ◽  
pp. 163-168
Author(s):  
Lenka Bodnárová ◽  
Jitka Peterková ◽  
Jiri Zach ◽  
Kateřina Sovová

A range of testing methods were used to study the potential structural changes as a result of the effects of high temperatures on lightweight types of concrete developed above all for fire resistant structures. One such test for monitoring changes in concrete structures is the non-stationary determination of the coefficient of thermal conductivity using the hot wire method. The matrix structure progressively collapses as a result of the effects of high temperatures on the concrete structure ́s surface because erosion takes place of the matrix and aggregate porous structures. The degradation of the porosity of the concrete results in the deterioration of its thermal insulating properties. This paper assesses the dependence of the thermal conductivity coefficient of lightweight concretes on temperature and determines the potential occurrence of structural changes in the lightweight concrete matrix. The results were verified using other methods to determine the concrete ́s resistance to thermal load.


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