Finite Element Analysis of Attraction-Repulsion Chemotaxis System. Part II: Time Convergence, Error Analysis and Numerical Results

Author(s):  
Mohammed Homod Hashim ◽  
Akil J. Harfash
2014 ◽  
Vol 580-583 ◽  
pp. 2134-2140
Author(s):  
Jian Zhang ◽  
Jian Feng Zhai ◽  
Xian Mei Wang ◽  
Jie Chen

Two-Dimensional finite element analysis was used to investigate the performance of seawall construction over weak subgrade soil using artificial base layer material consisted of cemented sand cushion comprising geosynthetics materials. Two types of base layer materials pure sand and cemented sand comprising husk rich ash and two types of geosynthetics materials geogrid and geotextile were used. Constitutive models were used to represent different materials in numerical analysis. The competence of two-dimensional numerical analysis was compared with experimental results. Numerical results showed a superior harmony with the experimental results. Finite element analysis model proved to be a great tool to determine the parameters that are difficult to measure in laboratory experiments. In addition, finite element analysis has the benefit of cost and time saving when compared to experimental investigation work. Numerical results showed strain induced in geosynthetics eliminated beyond a distance approximately equal six times of footing width.


2011 ◽  
Vol 474-476 ◽  
pp. 807-810 ◽  
Author(s):  
Xiao Cong He

This paper deals with the effects of bending and boundary condition on the stress distribution of a single-lap adhesive joint under tension using the three-dimensional finite element analysis technique. The numerical results obtained from the finite element analysis show that both the left and right hand regions of the adhesive layer are subjected to high stresses. The numerical results also show that most of the extreme stresses occur at interface which is between the adhesive and the upper adherend. It is clear that the stresses are concentrated near the left and right free ends of the adhesive layer while the centre region of the adhesive layer is mostly stress-free. It is also clear that the stress state in this case is mainly dominated by the normal stress components.


2020 ◽  
Vol 85 (2) ◽  
pp. 623-652
Author(s):  
Paolo Piersanti ◽  
Xiaoqin Shen

AbstractIn this paper, a finite element analysis to approximate the solution of an obstacle problem for a static shallow shell confined in a half space is presented. To begin with, we establish, by relying on the properties of enriching operators, an estimate for the approximate bilinear form associated with the problem under consideration. Then, we conduct an error analysis and we prove the convergence of the proposed numerical scheme.


2012 ◽  
Vol 251 ◽  
pp. 180-184
Author(s):  
Jian Qin ◽  
Yu Ying Zou ◽  
Qian Miao

The anchor assembly is the important part of the hydraulic lift, the stresses of which under load are analyzed using finite element method. The 3D mechanical models of anchor assembly are created with different sizes. Several important positions are investigated around the holes of upper anchor and these stresses are compared between different cases. Based upon the numerical results, the safety assessment of the anchor assembly is conducted and a reasonable design scheme is proposed.


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