scholarly journals Theoretical calculation of the partial cross section for He-HF(DF,TF) collision system

2009 ◽  
Vol 58 (5) ◽  
pp. 3084
Author(s):  
Wang Rong-Kai ◽  
Yu Chun-Ri ◽  
Shen Guang-Xian ◽  
Gong Lun-Xun ◽  
Yang Xiang-Dong
2008 ◽  
Vol 57 (11) ◽  
pp. 6932
Author(s):  
Wang Rong-Kai ◽  
Shen Guang-Xian ◽  
Yu Chun-Ri ◽  
Yang Xiang-Dong

2007 ◽  
Vol 16 (11) ◽  
pp. 3352-3358 ◽  
Author(s):  
Shen Guang-Xian ◽  
Linghu Rong-Feng ◽  
Wang Rong-Kai ◽  
Yang Xiang-Dong

2008 ◽  
Vol 57 (1) ◽  
pp. 155
Author(s):  
Shen Guang-Xian ◽  
Wang Rong-Kai ◽  
Linghu Rong-Feng ◽  
Yang Xiang-Dong

Author(s):  
Xudong Weng ◽  
Peter Rez

In electron energy loss spectroscopy, quantitative chemical microanalysis is performed by comparison of the intensity under a specific inner shell edge with the corresponding partial cross section. There are two commonly used models for calculations of atomic partial cross sections, the hydrogenic model and the Hartree-Slater model. Partial cross sections could also be measured from standards of known compositions. These partial cross sections are complicated by variations in the edge shapes, such as the near edge structure (ELNES) and extended fine structures (ELEXFS). The role of these solid state effects in the partial cross sections, and the transferability of the partial cross sections from material to material, has yet to be fully explored. In this work, we consider the oxygen K edge in several oxides as oxygen is present in many materials. Since the energy window of interest is in the range of 20-100 eV, we limit ourselves to the near edge structures.


2018 ◽  
Vol 45 (12) ◽  
pp. 125101
Author(s):  
M Bhike ◽  
J H Esterline ◽  
B Fallin ◽  
S W Finch ◽  
M E Gooden ◽  
...  

2013 ◽  
Vol 12 (2) ◽  
pp. 213-220
Author(s):  
Marian Giżejowski ◽  
Zbigniew Stachura

Issues related to safety requirements for steel elements subjected to different stress resultants in reference to limit states design philosophy according to Structural Eurocodes PN-EN and national codes PN-B are dealt with in the paper. The calibration of partial cross-section resistance factors is discussed on the basis of elements of steel floor structures where the permanent load component and the live load component of variable actions are the only components of load combinations. Final conclusions for their practical application in the codification process are formulated and values of partial factors for cross section resistance are proposed.


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