scholarly journals Off-shell fermion polarization and t-quark production

2019 ◽  
Vol 212 ◽  
pp. 09004
Author(s):  
Alexander Kaloshin ◽  
Vladimir Lomov
Keyword(s):  
Parity Violation ◽  
Intermediate State ◽  
Resonance Curve ◽  
Initial State ◽  
Polarization Axis ◽  
Quark Production ◽  
Final Electron ◽  
Standard Calculation

Standard calculation of the polarization of final electron for pure initial state may be reformulated as a problem of looking for the complete polarization axis of produced state. It gives method for calculation of polarization applicable for both final and intermediate state fermions. We discuss modification of the energy and spin projectors in theory with parity violation. The obtained projectors are used to give the most accurate parametrization of t-quark resonance curve and simultaneously for its off-shell polarization.

scholarly journals On the polarization of fermion in an intermediate state

2017 ◽  
Vol 32 (17) ◽  
pp. 1750096 ◽  
Author(s):  
A. E. Kaloshin ◽  
V. P. Lomov
Keyword(s):  
Intermediate State ◽  
Spectral Representation ◽  
Fermion Propagator ◽  
Initial State ◽  
Consistent Description ◽  
Polarization Axis ◽  
Shell Energy

We show that calculation of a final fermion polarization (for a pure initial state) is equivalent to the problem of looking for complete polarization axis of bispinor. This gives the method for calculation of polarization applicable both for final and intermediate state fermions. We suggest to use fermion propagator (bare or dressed) in form of spectral representation, which gives the orthogonal off-shell energy projectors. This representation leads to covariant separation of particle and antiparticle contributions and gives a natural definition for polarization of intermediate state fermion. The most evident application is related with consistent description of t-quark polarization.

scholarly journals Multiplicity Dependence of Heavy-Flavour Correlations with Charged Particle and Collective Effects in p–Pb Collisions at √sNN = 5.02 TeV with ALICE at LHC

Proceedings ◽  
2019 ◽  
Vol 10 (1) ◽  
pp. 20
Author(s):  
Marianna Mazzilli
Keyword(s):  
Heavy Quark ◽  
D Mesons ◽  
Charged Particles ◽  
Collective Effects ◽  
Initial State ◽  
Angular Correlations ◽  
Azimuthal Correlations ◽  
Charged Hadrons ◽  
Hadron Decay ◽  
Quark Production

Azimuthal correlation studies of heavy-flavour particles with charged particles in p–Pb collisions can give an insight into the cold nuclear matter effects on heavy-quark production and hadronization into heavy-flavour jets. Multiplicity-dependent measurements of angular correlations of heavy-flavour particles with charged hadrons allow us to investigate the collective behavior of the system and the initial state effects on heavy flavour hadron production. In addition, they can reveal possible modifications of the heavy-quark fragmentation and hadronization at different multiplicities. We present ALICE measurements of azimuthal correlations of prompt D-mesons with charged hadrons as a function of the multiplicity in p–Pb collisions at s NN = 5.02TeV. Moreover, the elliptic flow ( v 2 ) of heavy-flavour hadron decay electrons in high-multiplicity p–Pb collisions at s NN = 5.02 TeV, obtained using correlations with charged particles, is reported.

Tensile Failure of 55-Nitinol Wire

1975 ◽  
Vol 33 ◽  
pp. 46-47
Author(s):  
F. I. Grace
Keyword(s):  
Shape Memory ◽  
Shape Memory Effect ◽  
Memory Effect ◽  
Stoichiometric Composition ◽  
Tensile Failure ◽  
Initial State ◽  
Initial Shape ◽  
Nitinol Wire ◽  
Cscl Type ◽  
Shear Transformation

An interest in NiTi alloys with near stoichiometric composition (55 NiTi) has intensified since they were found to exhibit a unique mechanical shape memory effect at the Naval Ordnance Laboratory some twelve years ago (thus refered to as NITINOL alloys). Since then, the microstructural mechanisms associated with the shape memory effect have been investigated and several interesting engineering applications have appeared.The shape memory effect implies that the alloy deformed from an initial shape will spontaneously return to that initial state upon heating. This behavior is reported to be related to a diffusionless shear transformation which takes place between similar but slightly different CsCl type structures.

PARITY VIOLATION IN239U NEUTRON RESONANCES

1990 ◽  
Vol 51 (C6) ◽  
pp. C6-523-C6-526
Author(s):  
S. PENTTILÄ ◽  
C. D. BOWMAN ◽  
J. E. BUSH ◽  
P. P. J. DELHEIJ ◽  
C. M. FRANKLE ◽  
...  
Keyword(s):  
Parity Violation

MEASUREMENT OF PARITY VIOLATION IN PROTON-PROTON SCATTERING AT 13.6 MeV

1990 ◽  
Vol 51 (C6) ◽  
pp. C6-519-C6-522
Author(s):  
P. D. EVERSHEIM ◽  
W. SCHMITT ◽  
F. HINTERBERGER ◽  
S. KUHN ◽  
R. GEBEL ◽  
...  
Keyword(s):  
Parity Violation ◽  
Proton Scattering ◽  
Proton Proton

PARITY VIOLATION IN HADRONIC SYSTEMS

1990 ◽  
Vol 51 (C6) ◽  
pp. C6-253-C6-264
Author(s):  
S. A. PAGE
Keyword(s):  
Parity Violation

Parity violation in nuclear fission

1980 ◽  
Vol 131 (7) ◽  
pp. 329 ◽  
Author(s):  
G.V. Danilyan
Keyword(s):  
Parity Violation ◽  
Nuclear Fission

Comparative study of the impact of two mechanical perforation densities on the behavior of a sandy soil

2012 ◽  
Vol 8 (1) ◽  
pp. 37-48
Author(s):  
S. Chehaibi ◽  
K. Abrougui ◽  
F. Haouala
Keyword(s):  
Soil Water ◽  
Sandy Soil ◽  
Water Infiltration ◽  
Cone Penetration ◽  
Initial State ◽  
Soil Water Infiltration ◽  
Good Improvement ◽  
The Impact ◽  
Positive Effect ◽  
Resistance To Penetration

The effects of mechanical perforation densities by extracting soil cores through an aerator Vertidrain with a working width of 1.6 m and equipped with hollow tines spaced of 65 mm, were studied on a sandy soil of a grassy sward in the Golf Course El Kantaoui in Sousse (Tunisia). The mechanical aeration was performed at two densities: 250 and 350 holes/m2. The cone penetration resistance and soil water infiltration were measured. These parameters were performed at initial state before aeration (E0) and then on the 10th, 20th and 30th day after aeration. These results showed that perforation density of 350 holes/m2 had a positive effect on the soil by reducing its cone resistance to penetration compared to the initial state (Rp = 14.8 daN/cm2). At 5 cm depth the decrease in resistance to penetration was 34% and 43% on the 10th and 20th day after aeration, respectively. However, on the 30th day after aeration the soil resistance to penetration tended to grow and its value compared to the initial state decreased only by 21 and 26%, respectively, at 5 and 15 cm of depth only by 10% and 9% with 250 holes/m2 density. The soil water infiltration made a good improvement after aeration compared to the initial state. This parameter increased from 4.8 cm/h to 8.3, 10.9 and 13.1 cm/h with 250 holes/m2 density and to 10, 12.9 and 14.8 cm/h with 350 holes/m2 density on the 10th, 20th and 30th day following the aeration.

Basic set of experiments for determination of mechanical properties of sand

2014 ◽  
Vol 62 (1) ◽  
pp. 129-137
Author(s):  
A. Sawicki ◽  
J. Mierczyński
Keyword(s):  
Mechanical Properties ◽  
Soil Mechanics ◽  
Physical And Mechanical Properties ◽  
Local Strain ◽  
Initial State ◽  
Laboratory Equipment ◽  
Additional Information ◽  
Basic Set ◽  
Initial Anisotropy

Abstract A basic set of experiments for the determination of mechanical properties of sands is described. This includes the determination of basic physical and mechanical properties, as conventionally applied in soil mechanics, as well as some additional experiments, which provide further information on mechanical properties of granular soils. These additional experiments allow for determination of steady state and instability lines, stress-strain relations for isotropic loading and pure shearing, and simple cyclic shearing tests. Unconventional oedometric experiments are also presented. Necessary laboratory equipment is described, which includes a triaxial apparatus equipped with local strain gauges, an oedometer capable of measuring lateral stresses and a simple cyclic shearing apparatus. The above experiments provide additional information on soil’s properties, which is useful in studying the following phenomena: pre-failure deformations of sand including cyclic loading compaction, pore-pressure generation and liquefaction, both static and caused by cyclic loadings, the effect of sand initial anisotropy and various instabilities. An important feature of the experiments described is that they make it possible to determine the initial state of sand, defined as either contractive or dilative. Experimental results for the “Gdynia” model sand are shown.

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