Finite element study of bond strength between concrete and reinforcement under uneven confinement condition

2013 ◽  
Vol 14 (3) ◽  
pp. 260-270 ◽  
Author(s):  
Carlos Zanuy ◽  
Manfred Curbach ◽  
Alexander Lindorf
Keyword(s):  
Finite Element ◽  
Bond Strength ◽  
Finite Element Study ◽  
Element Study ◽  
Confinement Condition

A new concept and finite-element study on dental bond strength tests

2016 ◽  
Vol 32 (10) ◽  
pp. e238-e250 ◽  
Author(s):  
Xiao-zhuang Jin ◽  
Ehsan Homaei ◽  
Jukka Pekka Matinlinna ◽  
James Kit Hon Tsoi
Keyword(s):  
Finite Element ◽  
Bond Strength ◽  
Finite Element Study ◽  
Strength Tests ◽  
Element Study

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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