Full-scale Fire Tests of Electric Drive Vehicle Batteries

2015 ◽  
Vol 8 (2) ◽  
pp. 565-572 ◽  
Author(s):  
Andrew Blum ◽  
Richard Thomas Long
Keyword(s):  
2011 ◽  
Vol 46 (8) ◽  
pp. 528-542 ◽  
Author(s):  
D.J. Hopkin ◽  
T. Lennon ◽  
J. El-Rimawi ◽  
V. Silberschmidt
Keyword(s):  

2018 ◽  
Vol 145 ◽  
pp. 137-152 ◽  
Author(s):  
Guobiao Lou ◽  
Chenghao Wang ◽  
Jian Jiang ◽  
Yaqiang Jiang ◽  
Liangwei Wang ◽  
...  

Author(s):  
T. Beji ◽  
S. Verstockt ◽  
B. Merci ◽  
R. Van de Walle ◽  
C. Abecassis-Empis ◽  
...  
Keyword(s):  

Author(s):  
Johan Anderson ◽  
Lars Boström ◽  
Robert Jansson ◽  
Bojan Milovanović

Presented is a comparison between full-scale façade tests where SP Fire 105 and BS 8414-1 were used regarding repeatability and the use of modelling to discern changes in the set-ups. Results show that the air movements around the test set-up (the wind) may have a significant impact on the tests and that the heat exposure to the façade surface will among other depend on the thickness of the test specimen. Also demonstrated was that good results could be obtained by modelling of the façade fire tests giving us the opportunity to use these methods to determine the effect of a change in the experimental setup.


2017 ◽  
Vol 8 (4) ◽  
pp. 354-376 ◽  
Author(s):  
Mohamed Rusthi ◽  
Poologanathan Keerthan ◽  
Mahen Mahendran ◽  
Anthony Ariyanayagam

Purpose This research was aimed at investigating the fire performance of LSF wall systems by using 3-D heat transfer FE models of existing LSF wall system configurations. Design/methodology/approach This research was focused on investigating the fire performance of LSF wall systems by using 3-D heat transfer finite element models of existing LSF wall system configurations. The analysis results were validated by using the available fire test results of five different LSF wall configurations. Findings The validated finite element models were used to conduct a parametric study on a range of non-load bearing and load bearing LSF wall configurations to predict their fire resistance levels (FRLs) for varying load ratios. Originality/value Fire performance of LSF wall systems with different configurations can be understood by performing full-scale fire tests. However, these full-scale fire tests are time consuming, labour intensive and expensive. On the other hand, finite element analysis (FEA) provides a simple method of investigating the fire performance of LSF wall systems to understand their thermal-mechanical behaviour. Recent numerical research studies have focused on investigating the fire performances of LSF wall systems by using finite element (FE) models. Most of these FE models were developed based on 2-D FE platform capable of performing either heat transfer or structural analysis separately. Therefore, this paper presents the details of a 3-D FEA methodology to develop the capabilities to perform fully-coupled thermal-mechanical analyses of LSF walls exposed to fire in future.


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