Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 48-64
Author(s):  
Qianqian Cheng ◽  
Ming Lian ◽  
Mingzhou Su ◽  
Hao Zhang
Keyword(s):  
Finite Element ◽  
Cyclic Loading ◽  
High Strength Steel ◽  
High Strength ◽  
Finite Element Study ◽  
Shear Links ◽  
Element Study

scholarly journals Differential response to vibration of three forms of scoliosis during axial cyclic loading: a finite element study

2019 ◽  
Vol 20 (1) ◽  
Author(s):  
Shaowei Jia ◽  
Ye Li ◽  
Junde Xie ◽  
Tian Tian ◽  
Shunxin Zhang ◽  
...  
Keyword(s):  
Finite Element ◽  
Cyclic Loading ◽  
Differential Response ◽  
Finite Element Study ◽  
Axial Cyclic Loading ◽  
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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