A finite/infinite element analysis of thick plate on a layered foundation

2000 ◽  
Vol 76 (5) ◽  
pp. 603-610 ◽  
Author(s):  
Lilianna Sadecka
1998 ◽  
Vol 35 (3) ◽  
pp. 532-540 ◽  
Author(s):  
Chang-Yu Ou ◽  
Bor-Yuan Shiau

This paper presents three-dimensional finite-element studies on excavation problems. Large computer storage and computation time are normally required for the conventional finite-element analysis, for which the boundary should be located distant from the excavation zone so that convergence can be reached. In this paper the infinite element is incorporated into a three-dimensional finite-element computer program for minimizing the number of elements used. Research results indicate that adequate convergence for the wall deflection and ground surface settlement is obtained for infinite elements located at a distance of one wall depth. This substantially reduces the number of elements used in the analysis. Furthermore, two excavation case histories are provided to confirm the appropriateness of employing the infinite element as well as the corner effect on the deformation behavior. Based on the field observations and three-dimensional analysis of the case histories, it is found that the wall deformation at the short wall is smaller than that at the long wall. The wall deformation decreases with decreasing distance from the corner. These studies further verify the corner effect on the excavation behavior.Key words: Corner effect, Finite-element method, Deep excavation, Infinite element


2007 ◽  
Vol 101 (11) ◽  
pp. 114907 ◽  
Author(s):  
Ebrahim Lamkanfi ◽  
Nico F. Declercq ◽  
Wim Van Paepegem ◽  
Joris Degrieck

2010 ◽  
Vol 154-155 ◽  
pp. 1255-1261
Author(s):  
Hai Yan Li ◽  
Yi Du Zhang ◽  
Hong Wei Zhang

Based on “physical field coupling” finite element method, the generation of residual stress and interactive coupling effect were analyzed during the forming process of aluminum alloy thick-plate. Therefore, comprehensive residual stress generated from rolling, quenching and stretching was obtained. The finite element model was proved effective by comparing the results of simulation and experiment. Results show that percent reduction has significant influence to the distribution and magnitude of rolling stress; There is a coupling effect between rolling stress and quenching stress, which represents a basic state; Furthermore, after stretching the distribution of coupling stress remains, but the value reduces greatly; The residual stress has got the minimum, when stretching is near 3%.


2005 ◽  
Vol 297-300 ◽  
pp. 1350-1355
Author(s):  
Young Shin Lee ◽  
Hyun Soo Kim ◽  
Yong Jae Kim

The package used to transport radioactive materials, which is called by cask, must maintain the structural integrity for the requirements of hypothetical accident conditions, 9m free drop of the thick plate impact. These requirements for the cask design should be verified through test or finite element analysis to confirm the regulatory guide. In this paper, three dimensional impact analysis using ABAQUS/Explicit code under 9m free drop of the thick plate impact condition for the KSC-4 cask is performed. As the results, maximum stress intensity on each part of the cask and deformation shape of the cask is calculated and the structural intensity of the cask is evaluated by NRC Regulatory Guides.


2013 ◽  
Vol 21 (02) ◽  
pp. 1350006 ◽  
Author(s):  
TIMOTHY F. WALSH ◽  
ANDREA JONES ◽  
MANOJ BHARDWAJ ◽  
CLARK DOHRMANN ◽  
GARTH REESE ◽  
...  

Finite element analysis of transient acoustic phenomena on unbounded exterior domains is very common in engineering analysis. In these problems there is a common need to compute the acoustic pressure at points outside of the acoustic mesh, since meshing to points of interest is impractical in many scenarios. In aeroacoustic calculations, for example, the acoustic pressure may be required at tens or hundreds of meters from the structure. In these cases, a method is needed for post-processing the acoustic results to compute the response at far-field points. In this paper, we compare two methods for computing far-field acoustic pressures, one derived directly from the infinite element solution, and the other from the transient version of the Kirchhoff integral. We show that the infinite element approach alleviates the large storage requirements that are typical of Kirchhoff integral and related procedures, and also does not suffer from loss of accuracy that is an inherent part of computing numerical derivatives in the Kirchhoff integral. In order to further speed up and streamline the process of computing the acoustic response at points outside of the mesh, we also address the nonlinear iterative procedure needed for locating parametric coordinates within the host infinite element of far-field points, the parallelization of the overall process, linear solver requirements, and system stability considerations.


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