Abstract: -In this project work, the comparison between three different cross-sectioned cantilever beams is done. The beams have rectangular, I-section, and C-section as their cross-sections. The comparison is done in terms of stress, displacement, and strain produced during bending load conditions of 1500 N load. After…
Shreyas Desai
updated on 16 May 2020
Project Details
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Read more Projects by Shreyas Desai (4)
Analysis of a steel plate with holes using SOLIDWORKS
Aim: - The study of the behavior of a plate having holes under tension or stretching conditions is the main aim of this study. Introduction: - Stress concentration: - Stress Concentration is the location of an area of the element where the stress is significantly greater than its surrounding areas. The areas where the…
20 Jun 2020 04:43 PM IST
Buckling analysis and Optimization of Metallic Stiffener attached to Cyclonic Separator Stand using SOLIDWORKS
Aim: - The study of the change in the buckling factor of safety on the addition of a metallic stiffener to a cyclonic separator stand is the main aim of this work. Another aim of the study is to find the optimum position of the metallic stiffener on the legs of the stand. Introduction: - A cyclonic separator is used to…
07 Jun 2020 05:48 AM IST
Frequency Analysis of a Rotating Shaft using SOLIDWORKS
Aim: - The study aims to find the mode shapes and resonant frequencies of a rotating shaft. Introduction: - Frequency: - Frequency, in a general sense, is defined as the number of times an event occurs per unit time. However, a more scientific definition is The number of times a point on a wave passes through a fixed reference…
07 Jun 2020 05:47 AM IST
Comparison of bending in beams
Abstract: -In this project work, the comparison between three different cross-sectioned cantilever beams is done. The beams have rectangular, I-section, and C-section as their cross-sections. The comparison is done in terms of stress, displacement, and strain produced during bending load conditions of 1500 N load. After…
16 May 2020 02:40 AM IST