Electrical properties of MIS structures with silicon nanoclusters
The theoretical and experimental investigations of electrical properties of the Al-SiO2- -SiO ( ncs Si − 2-Si structures grown using high temperature annealing SiOx, x < 2, have been carried out. It has been experimentally found that the Al-SiO2- ( ) ncs Si − -SiO2-Si structures with the tunnel dielectric layer revealed the effect of dynamic memory. Electric properties and parameters of the interface states located between and SiO ncs Si− 2 were studied in detail by measuring of current-voltage, capacitance-voltage, and thermally stimulated current characteristics.
Admittance spectroscopy using for the determination of parameters of Si nanoclusters embedded in SiO2
It has been experimentally found that structures with Si-nanoclusters grown by ion-plasma sputtering method revealed the effect of dynamical memorizing. The negative constituent of differential capacitance for these structures has been clearly obtained. Electric properties of structures with Si-nanoclusters and parameters of interface states located between Si-nanoclusters and SiO2 were studied in detail by measuring of frequency and temperature dependences of C-V characteristics.
Experimental study on bond behavior between high-strength grout and deformed steel bars
Abstract Engineers use high-strength grout to connect precast concrete members for its low shrinkage and good fluidity. This paper designed 87 central pull-out specimens using the control variable method to investigate the influence of factors on the rebar-grout bond property such as compressive strength, steel grade, bar diameter, transverse stirrups, and bond length. The test result showed that improving grout compressive strength (85.8 MPa–122.7 MPa) cannot improve the bond strength, which was different from the previous conclusions of concrete pull-out tests. Simplified formulas were presented for calculating the characteristic values of bond strength, residual strength, peak slip, and relative slip of load-holding platform based on parameter analysis. Then, a constitutive model was proposed to predict the full-range bond stress-slip curve of high-strength grout and steel bar specimens from bearing to failure. Finally, FEA models were established to evaluate the applicability and accuracy of the constitutive model.