THE STATIC ANALYSIS OF ENGAGEMENT OF CYLINDRICAL GEAR WHEELS.

The article discusses the latest developments of unique technological methods of gear milling of cylindrical gears for preliminary blade gear processing of hardened cylindrical gears of the cutting reducer of the UKD200-500 coal mining harvester for the final gear grinding of gear teeth with modulus m = 16 mm, with hardness HRC 56 ... 62. The peculiarity of the design of special hob cutters is that a circle passing through the lower boundary points of the involute is used as the palloid of the machine gearing of the tool and part. Pre-cutting the teeth of hardened wheels with carbide milling cutters allows you to remove the main allowance for the final gear grinding.

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Surface topography of cylindrical gear wheels after smoothing in abrasive mass, honing and shot peening

Journal of Physics Conference Series ◽

10.1088/1742-6596/311/1/012022 ◽

2011 ◽

Vol 311 ◽

pp. 012022 ◽

Cited By ~ 1

Author(s):

J Michalski ◽

P Pawlus ◽

W Żelasko

Keyword(s):

Surface Topography ◽

Shot Peening ◽

Cylindrical Gear ◽

Gear Wheels

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Static Analysis of Functionally Graded Cantilever Beam Using Finite Element Method

i-manager’s Journal on Future Engineering and Technology ◽

10.26634/jfet.4.4.174 ◽

2009 ◽

Vol 4 (4) ◽

pp. 54-56

Author(s):

N. V. Ramesh Maganti ◽

◽

Mohan Rao N. ◽

Keyword(s):

Finite Element Method ◽

Finite Element ◽

Static Analysis ◽

Cantilever Beam ◽

Functionally Graded ◽

Element Method

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Effects of openings on the seismic behavior and performance level of concrete shear walls

10.31224/osf.io/phfyd ◽

2019 ◽

Author(s):

Hossein Alimohammadi ◽

Mostafa Dalvi Esfahani ◽

Mohammadali Lotfollahi Yaghin

Keyword(s):

Static Analysis ◽

Cross Section ◽

Seismic Behavior ◽

Shear Walls ◽

Shear Wall ◽

Constant Cross Section ◽

Added Resistance ◽

Different Shapes ◽

And Performance ◽

Abaqus Software

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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