The Impact of the Operational Parameters on the PEM Fuel Cell Long-Term Performance

2016 ◽  
Vol 71 (1) ◽  
pp. 233-238 ◽  
Author(s):  
V. Andrea ◽  
P. d. S. P. Oliveira ◽  
E. I. Santiago ◽  
M. Linardi
2015 ◽  
Vol 147 ◽  
pp. 582-592 ◽  
Author(s):  
Behzad Najafi ◽  
Alireza Haghighat Mamaghani ◽  
Fabio Rinaldi ◽  
Andrea Casalegno

2019 ◽  
Vol 242 ◽  
pp. 602-611 ◽  
Author(s):  
Mohammad Mohammadi Taghiabadi ◽  
Mohammad Zhiani ◽  
Valter Silva

Energies ◽  
2021 ◽  
Vol 14 (12) ◽  
pp. 3476
Author(s):  
Tomasz A. Prokop ◽  
Grzegorz Brus ◽  
Janusz S. Szmyd

Degradation of electrode microstructure is one of the key factors affecting long term performance of Solid Oxide Fuel Cell systems. Evolution of a multiphase system can be described quantitatively by the change in its interfacial energy. In this paper, we discuss free energy of a microstructure to showcase the anisotropy of its evolution during a long-term performance experiment involving an SOFC stack. Ginzburg Landau type functional is used to compute the free energy, using diffuse phase distributions based on Focused Ion Beam Scanning Electron Microscopy images of samples taken from nine different sites within the stack. It is shown that the rate of microstructure evolution differs depending on the position within the stack, similar to phase anisotropy. However, the computed spatial relation does not correlate with the observed distribution of temperature.


2019 ◽  
Vol 3 (1) ◽  
pp. 31-36 ◽  
Author(s):  
Radoslav R. Adzic ◽  
Junliag Zhang ◽  
Minhua Shao ◽  
Kotaro Sasaki ◽  
Miomir Vukmirovic ◽  
...  

2019 ◽  
Vol 11 (5) ◽  
pp. 1491 ◽  
Author(s):  
Keling Wang ◽  
Yaqiong Miao ◽  
Ching-Hui Su ◽  
Ming-Hsiang Chen ◽  
Zhongjun Wu ◽  
...  

We examined whether corporate charitable giving (CCG) in China benefits corporate performance (CP) in terms of sales growth (SG), return on asset (ROA), return on equity (ROE), and Tobin’s Q (TQ), and revealed several findings. First, testing shows variation in the impact of CCG on CP. Whereas the ratio of corporate charitable giving (RCCG) to total sales revenue does not significantly enhance SG, ROA, and ROE, it is positively related to TQ. Second, the positive relationship between RCCG and TQ originates from non-state-owned firms (NSOFs) rather than state-owned firms (SOFs). Third, Chinese firms may use CCG as traditional philanthropy to enhance long-term performance instead of strategically using it to generate short-term performance. Lastly, an inverted U-shaped relationship exists between RCCG and TQ, especially for NSOFs.


Author(s):  
Erdem Coleri ◽  
John T. Harvey

Laboratory tests are conducted with asphalt concrete materials to determine the expected in-situ performance. In addition, laboratory test results are commonly used in mechanistic-empirical design methods for material characterization to improve the predictive accuracy of the models. However, the effectiveness of laboratory tests in characterizing the long-term performance of asphalt concrete materials needs to be validated to be able to use the results for pavement design and long-term performance prediction. Inaccurate performance characterization and prediction can directly affect the decision-making process for pavement maintenance, rehabilitation, and reconstruction and result in unexpected early failures in the field. The major objective of this study is to determine the impact of using laboratory-measured asphalt stiffness on the prediction accuracy of mechanistic-empirical models. In addition, the effect of using linear-elastic modeling assumptions (layered elastic theory) and neglecting the nonlinearity of pavement response at high load levels (and/or at high strain levels for weaker structures) on the predicted rutting performance was determined. In this study, the effectiveness of the use of laboratory asphalt stiffness tests for in-situ asphalt stiffness characterization was determined by comparing the rutting performance predicted using laboratory-measured stiffness to rutting predicted using strain-gauge backcalculated stiffness. It was determined that laboratory tests are able to characterize the in-situ stiffness characteristics of the asphalt mix used in this study and the stiffness characterization process suggested in this study can provide reliable rutting performance predictions. Results of this study are only applicable to tested rubberized asphalt concrete mixtures.


2010 ◽  
Vol 86 (3) ◽  
pp. 973-981 ◽  
Author(s):  
Ruud A. Timmers ◽  
David P. B. T. B. Strik ◽  
Hubertus V. M. Hamelers ◽  
Cees J. N. Buisman

2004 ◽  
Vol 49 (22-23) ◽  
pp. 3873-3877 ◽  
Author(s):  
K Sasaki ◽  
J.X Wang ◽  
M Balasubramanian ◽  
J McBreen ◽  
F Uribe ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document