scholarly journals SANDWICH PANELS – BEHAVIOR IN FIRE BASED ON FIRE RESISTANCE TESTS

Author(s):  
Paweł Roszkowski ◽  
Paweł Sulik

<p>Sandwich panel is the material that is easy and quickly to install. Basing on a great experience in the area of determination of the fire resistance class of construction building elements the authors describe the properties and behavior of building elements made of the sandwich panels exposed to fire. The article presents the results of fire resistance tests carried out in accordance with EN 1364-1 non-bearing walls made of sandwich panels with use of different cores.</p>The following parameters were analyzed: temperature rise on unexposed side (I – thermal insulation), integrity (E) depending on the orientations and on the width of the sandwich panels, deflection depending on the thickness of the boards. Conclusions were made on the base of the analysis from fire resistance tests.

2017 ◽  
Vol 41 (7) ◽  
pp. 799-807 ◽  
Author(s):  
K. Livkiss ◽  
B. Andres ◽  
N. Johansson ◽  
P. van Hees

1998 ◽  
Vol 4 (2) ◽  
pp. 113-124
Author(s):  
H.-P. Leimer

Abstract As there are no certificated qualification for the fire resistance period of halftimbered walls different walls with and without claddings were tested. The tests were carried out in a small fire chamber and are based on DIN 4102. On the basis of the tests the dependence of the building elements and materials according tofire were revealed. It was obvious that careful sealings mainly in the area of joints could reduce the passage of fire and thereby the failure of the whole construction. Good sealings are clay and other insulating mortars that are used for infillings. Good sealing materials are further plaster and/or insulating plaster layers just as panel kind materials like gypsum and fire prevention boards. The present results are not able to replace a test according to DIN 4102 Τ 2/3 but they can be helpful for a judgement of an individual expert's opinion.


2013 ◽  
Vol 351-352 ◽  
pp. 42-45
Author(s):  
Yao Yao

Up till now, the design code for the determination of fire resistance of reinforced concrete (RC) columns is essentially based on tabulated data. Clearly, a more scientific approach based on an understanding of the fundamental behavior of columns in fire is timely andwill be useful to structural engineers. This paper develops a straightforward and rational method to predict the fire resistance of RC columns,which is based on the traditional Rankine approach. The effect of shear bond, if included in the Rankine approach, will yield moreaccurate predictions. Material deterioration at elevated temperature with regard to the strength and stability of columns is also quantified.


2020 ◽  
Vol 172 ◽  
pp. 07007
Author(s):  
Gregor Vidmar

In order to calculate amount of interstitial condensation in a building envelope, water vapour resistance of each layer is of importance. Once having it, 1D calculation according to ISO 13788 with monthly average vapour pressures can be applied. In EN 14509 sandwich panels are considered to be impermeable for water vapour, thus (according to the standard) water vapour cannot enter from outside and condensate in the panels. But it is not always true for real sandwich panels, because joints between neighbouring panels can cause non-neglecting water vapour bridges. Although in measurements of linear water vapour transmittance of the joints (Ψv) stationary boundary vapour pressures can be applied, the measurements can be long lasting. We shortened time needed to get Ψv performing simulations in Delphin 6.0. We simulated panels and steel sheets with joints using constant boundary vapour pressures and compared the results with the results of measurements on the equivalent systems. In systems under consideration a sealant in built-in-state, located at a joint of a sandwich panel, is a compressed EPDM tube. It is impossible to directly measure its effective μ according to ISO 12572. In the paper we study to which precision it is possible to determine it using measurements and simulations. Once having effective μ of the sealant (if all other necessary material parameters available) one can simulate condensation in envelopes including sandwich panels in 2D according to EN 15026 using hourly climatic data. Another goal of the study was determination of differences in resulting Ψv values when varying narrowest part of the gap dGAP at the joint in the panels without any sealant. Results confirm significant sensibility of Ψv to variations of dGAP.


2012 ◽  
Vol 193-194 ◽  
pp. 539-543
Author(s):  
Zhao Peng Ni ◽  
Pei Fang Qiu

Abstract : A series of standard fire-resistance tests were carried out to study the fire performance, failure modes and fire-resistance ratings of glulam beams. The test results showed that these glulam beams performed well during the tests, and the fire-resistance rating requirements can be achieved as expected. The study has provided necessary knowledge and experimental data for the determination of fire-resistance performance of glulam beams in the fire code of China.


2013 ◽  
Vol 470 ◽  
pp. 1069-1072
Author(s):  
Gao Shan Shi ◽  
Gui Lan Yu

This paper is aimed to study the vibration isolation and thermal insulation of the polystyrene-filled sandwich panels with cross-shaped ribs. Based on Blochs theorem, band structure of the sandwich panels can be obtained by Comsol Multiphysics software. According to the Fouriers law and the minimum resistance law, the equivalent thermal resistance can be calculated both numerically and theoretically. The studies show that this periodic sandwich panels exhibit a good performance on vibration isolation and thermal insulation.


2016 ◽  
Vol 249 ◽  
pp. 33-40
Author(s):  
Vladimír Junek ◽  
Tomáš Micka ◽  
Jiří Kolísko ◽  
Martin Kroc ◽  
Isabela Bradáčová

The subject of the article is to inform the experts about results of a set of fire resistance tests of light concretes designed for traffic and tunnel structures. In addition to commonly used recipe C 30/37 FX4, corresponding version of light concrete class LC 35/38/XF 4 was tested. One of the goals of the tests was verification of behaviour of “road” (XF4) concretes under the most demanding conditions of fire, especially in road tunnels. In addition to standard curve, the hydrocarbon and Eureka curves were used for the fire tests. The loading curves differ from normally used standard curve especially in the temperature rise speed (temperatures over 1,000°C are reached within a couple of minutes). In this case, real concrete moisture and possibility to remove water steams from a component are substantially important for the fire safety (integrity).


1978 ◽  
Vol 1 (4) ◽  
pp. 241-254 ◽  
Author(s):  
M. Kanakia ◽  
William R. Herrera ◽  
Francis B. Hutto

10.14311/1077 ◽  
2009 ◽  
Vol 49 (1) ◽  
Author(s):  
António J. P. Moura Correia ◽  
Joao Paulo C. Rodrigues ◽  
Valdir Pignatta e Silvac

This paper reports on a study of steel columns embedded in walls in fire. Several fire resistance tests were carried out at the Laboratory of Testing Materials and Structures of the University of Coimbra, in Portugal. The temperatures registered in several points of the experimental models are compared with those obtained in numerical simulations carried out with the SUPERTEMPCALC finite element program. 


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