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It is further shown that the errors result from the narrow energy domain of the neutron elastic cross section spectral distributions and that an extremely fine energy grid is required to resolve the problem under the current formulation.
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The elsepa code also implements approximate factorization methods that allow the fast calculation of elastic cross sections for much higher energies.
The OLYMPUS experiment was designed to measure the ratio between the positron proton and electron proton elastic scattering cross-sections, with the goal of determining the contribution of two-photon exchange to the elastic cross-section.
Good agreement between the three methods was observed except for the sodium total and elastic cross-section and the uranium-235 total cross-section sensitivity coefficients where the multi-group adjoint method produced results approximately 14%and7%7% lower than the IFP and CLUTCH methods, respectively.
The method extends the "hole in the web" approach used by AS 2327.1 and the European Standard Eurocode 4 for the plastic cross-section analysis of non-compact webs (EC4 Class 3) to cover the elastic cross-section analysis of slender webs (EC4 Class 4).
Special procedures are designed to match the observed structure in the average cosine of scattering by adjusting the ratio of the shape-elastic and compound-elastic contributions to the elastic scattering cross sections.
Electrons have relatively large elastic scattering cross sections: 2 × 10−23 m2 at 2.5 MeV or 7 × 10−23 m2 at 100 keV, compared to ≈10−27 m2 per carbon atom for 8-keV x-rays [26].
where A Au and A Si are the areas under the curves of Au and Si, respectively, and σ Au and σ Si are the laboratory elastic scattering cross sections of Au and Si, respectively.
TOTal Elastic and diffractive cross section Measurement (TOTEM) is an experiment at the CERN Large Hadron Collider LHCC) to measure the total pp cross section and elastic scattering of protons.
AFM force spectroscopy measurements revealed a non-uniform pattern of elastic modulus across the cross section, with a range from 0.8 GPa to 13.5 GPa.
Therefore, finite element analysis based on the first mesh seems to be satisfactory for numerical investigation in predicting the elastic behavior of symmetrical cross section of flat-plate buildings.
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