scholarly journals Electronic properties of multi-ablooms flower-like quantum dots: a 2-D finite element study

2021 ◽  
Vol 53 (6) ◽  
Author(s):  
Mehrzad Ghorbani
Keyword(s):  
Quantum Dots ◽  
Finite Element ◽  
Electronic Properties ◽  
Finite Element Study ◽  
Element Study

Strains in InAs Quantum Dots Embedded in GaAs: A Finite Element Study

2000 ◽  
Vol 39 (Part 2, No. 7A) ◽  
pp. L658-L660 ◽  
Author(s):  
Govindarajan Muralidharan
Keyword(s):  
Quantum Dots ◽  
Finite Element ◽  
Inas Quantum Dots ◽  
Finite Element Study ◽  
Element Study

scholarly journals Electronic Properties of Multi-Ablooms Flower-Like Quantum Dots: a 2- D Finite Element Study

2021 ◽  
Author(s):  
mehrzad ghorbani
Keyword(s):  
Quantum Dots ◽  
Finite Element ◽  
Electronic Properties ◽  
Energy Levels ◽  
Two Dimensional ◽  
Matrix Elements ◽  
Finite Element Approach ◽  
Domain Shape ◽  
Element Approach ◽  
Element Study

Abstract In this paper, we investigated the electronic properties of two dimensional multi-abloom nanoflower. Also, we approximated a typical form of the Schrödinger equation through an appropriate 2-D finite element approach, and then, we have investigated the effects of different parameters such as number of ablooms, number of rose, variety geometric domain shape and systems size on the energy levels, eigenfunctions, and dipole matrix elements.

Finite-Element Study of Biomechanical Explanations for Bone Loss around Dental Implants

2020 ◽  
Vol 30 (1) ◽  
pp. 21-30
Author(s):  
Ali Merdji ◽  
Belaid Taharou ◽  
Rajshree Hillstrom ◽  
Ali Benaissa ◽  
Sandipan Roy ◽  
...  
Keyword(s):  
Finite Element ◽  
Bone Loss ◽  
Dental Implants ◽  
Finite Element Study ◽  
Element Study

scholarly journals Finite Element Study on Calculation of Nonlinear Soil Consolidation Using Compression and Recompression Indexes

2020 ◽  
Vol 10 (14) ◽  
pp. 4737
Author(s):  
Chao Xu ◽  
Suli Pan
Keyword(s):  
Finite Element ◽  
Case History ◽  
Time Dependent ◽  
Discrete Equation ◽  
Soil Consolidation ◽  
Coefficient Of Consolidation ◽  
Finite Element Study ◽  
Nonlinear Consolidation ◽  
Element Study

The coefficient of consolidation is traditionally considered as a constant value in soil consolidation calculations. This paper uses compression and recompression indexes to calculate the solution-dependent nonlinear compressibility, thus overconsolidation and normal consolidation are separated during the calculations. Moreover, the complex nonlinear consolidation can be described using the nonlinear compressibility and a nonlinear permeability. Then, the finite element discrete equation with consideration of the time-dependent load is derived, and a corresponding program is developed. Subsequently, a case history is conducted for verifying the proposed method and the program. The results show that the method is sufficiently accurate, indicating the necessity of considering nonlinearity for consolidation calculations. Finally, three cases are compared to reveal the importance of separating the overconsolidation and normal consolidation. Overall, this study concluded that it is inadequate to consider just one consolidation status in calculations, and that the proposed method is more reasonable for guiding construction.

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