Photodetector devices based on PIN and barrier structures of the mid-wave IR range of the spectrum

Multilayer structures based on the antimonide group materials with absorber layers InSb or AlxIn1-XSb, and XBn-structures with AlxIn1-XSb barrier layer (InSb/AlxIn1-XSb/InSb), designed for the manufacture of advanced photosensitive devices detecting radiation in the medium-wave infrared (IR) range (MWIR), have been developed and investigated. Various topology photosensitive elements (PSE) with absorbing layers InSb or AlxIn1-XSb were fabricated on the basis of MBE-grown p–i–n and barrier structures. It is shown that wideband ternary al-loys AlxIn1-XSb are considered as an alternative to the narrowband binary compound InSb, since, due to wide-band material properties, photodiodes based on AlxIn1-XSb have lower dark currents, and, consequently, noise. The average values of detectivity D* and noise-equivalent temperature difference (NETD) have been measured for various topology photodetectors, so D* was more than 1011 cmW-1Hz1/2 in p–i–n-structures, and D* exceed of 1012 cmW-1Hz1/2 in barrier structures.

Sn-doped CdS: A New Intermediate Band Material for Solar Cells

In this paper, the electronic structure and optical properties of CdS doped by Sn with different concentrations were investigated by first principles. The calculation results of electronic structure show that the doping of Sn can produce a deep impurity level band in the band structure of CdS. The calculation results of optical property show that Sn doping can increase the light absorption coefficient and conductivity of CdS. The overall calculation results show that Sn doping can produce stable intermediate band structure and significantly improve the optical property of CdS.

FRACTURE LOAD OF SILVER SOLDERED JOINTS ON STAINLESS STEEL AND COBALT-CHROMIUM ORTHODONTIC WIRES WITH VARIOUS JOINING CONFIGURATIONS

The current research compared and analysed the tensile strength of silver soldered stainless steel and cobalt-chromium orthodontic wire joints with band material The effect of joint site planning on various orthodontic joining configurations was investigated. A total of sixty wire specimens were chosen, thirty in the stainless-steel group and thirty in the cobalt – chromium group. Again, each group's sample was divided into three subgroups, namely End – End, Round, and Orthodontic band material. The study findings suggested all three configurations can be used to make silver soldered joints regardless of the wire consistency. When subjecting the wire to joint site planning, however, stainless steel wire should be used with its limitations in mind.

FRACTURE LOAD OF SILVER SOLDERED JOINTS ON STAINLESS STEEL AND COBALT-CHROMIUM ORTHODONTIC WIRES WITH VARIOUS JOINING CONFIGURATIONS

The current research compared and analysed the tensile strength of silver soldered stainless steel and cobalt-chromium orthodontic wire joints with band material The effect of joint site planning on various orthodontic joining configurations was investigated. A total of sixty wire specimens were chosen, thirty in the stainless-steel group and thirty in the cobalt – chromium group. Again, each group's sample was divided into three subgroups, namely End – End, Round, and Orthodontic band material. The study findings suggested all three configurations can be used to make silver soldered joints regardless of the wire consistency. When subjecting the wire to joint site planning, however, stainless steel wire should be used with its limitations in mind.

Continuous assessment of landslides by measuring their basal temperature

In this study, we suggest a temperature-based assessment and mitigation approach for deep-seated landslides that allows to forecast the behavior of the slide and assess its stability. The suggested approach is validated through combined field monitoring and experimental testing of the El Forn landslide (Andorra), whose shear band material is Silurian shales. Thermal and rate controlled triaxial tests have shown that this material is thermal- and rate-sensitive, and in combination with the field data, they validate the theoretical assumption that by measuring the basal temperature of an active landslide, we can quantify and reduce the uncertainty of the model’s parameters, and adequately monitor and forecast the response of the selected deep-seated landslide. The data and results of this letter show that the presented model can give threshold values that can be used as an early-warning assessment and mitigation tool.