scholarly journals INVESTIGATION OF HOLE SHAPE EFFECT ON STATIC ANALYSIS OF PERFORATED PLATES WITH STAGGERED HOLES

Author(s):  
Mustafa Halûk SARAÇOĞLU ◽  
Fethullah USLU ◽  
Uğur ALBAYRAK

2012 ◽  
Vol 111 (8) ◽  
pp. 084502 ◽  
Author(s):  
Etsuo Maeda ◽  
Takanori Matsuki ◽  
Ichiro Yamada ◽  
Jean-Jacques Delaunay


Author(s):  
Katsuhiro Koizumi ◽  
Masaru Ishizuka ◽  
Shinji Nakagawa

This paper describes the effect of hole shape on the flow resistance of perforated plates used in electronic equipment in the low Reynolds number region such as natural convection. Measurement of 16 types of perforated plates and analysis of the results were conducted using the Design of Experiments (DoE) method. In the range of levels of DoE analysis assumed for electronic equipment, it was found that hole shape has little effect on flow resistance in the low Reynolds number region.



2010 ◽  
Vol 24 (13) ◽  
pp. 1295-1298
Author(s):  
JUN YAO ◽  
SOHAN SIAN ◽  
YUFENG YAO ◽  
TONY W. DAVIS

Numerical study of hole shape effect on blade adiabatic cooling effectiveness has been carried out on four geometry models comprising a standard cylindrical hole, a cylindrical hole with an upstream ramp, a shaped diffuser, and a double console slot. In all the cases, the hole centerline has an inclination angle of 35 degree against the mainstream gas flow. Results of the cylindrical hole model are in good agreement with available experimental and other numerical data. For the other three hole geometry variants considered, it was found that the cooling effectiveness has been considerably enhanced by a max factor of 2, compared to that from the base model. The physical mechanism for this is mainly due to the weakening of coolant flow penetration in the vicinity of the hole exit, thus reducing the level of mixing and the entrainment with the surrounding hot gas flow.





2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin

In this study, the seismic behavior of the concrete shear wall considering the opening with different shapes and constant cross-section has been studied, and for this purpose, several shear walls are placed under the increasingly non-linear static analysis (Pushover). These case studies modeled in 3D Abaqus Software, and the results of the ductility coefficient, hardness, energy absorption, added resistance, the final shape, and the final resistance are compared to shear walls without opening.





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