Investigations on the Extreme Burden Conduct of Steel Shafts with Web Openings

Authors

  • M. Shashavali, Bugide Rajasekhar

DOI:

https://doi.org/10.17762/msea.v70i2.1962

Abstract

The final load behavior of steel beams with web holes is also looked at in the paper. ISMB 100 web-holed hot-rolled steel beams have been put through a lot of testing. As a result, the center of the beams' span was subjected to a concentrated load. In order to determine the ideal ratio of aperture span to diameter, extensive research was conducted on the failure of these particular beams. All of the beams were examined with conventional finite-element analysis software like ANSYS, and the results were compared to those from tests. The results of the testing indicate that there is a direct correlation between carrying capacity and opening size. The results of the simulation and the experiment are very similar. The optimal location for the web opening in the middle two-thirds of the span is determined by parametric analysis. It is a waste of time to evaluate a model's ability to predict using only stable data. A reliable prediction model must also be able to predict at different points in time. In the past, many studies only predicted one index point ahead of time, which limited their applicability in real-world situations. This work models and predicts the HCCI's variability using LSTM units in the encoder and decoder architectures. The Texas Health Care Cost Index data and the outcomes of a seasonal autoregressive integrated moving average model were compared. Time series models were found to be useless for predicting the future in all forecasts—short, medium, and long. This study has provided cost engineering and forecasting professionals with the following new insights: A cost index forecasting strategy based on artificial intelligence outperforms time series models in this study, particularly when dealing with volatile cost indexes. The results presented in this paper may serve as a model for other researchers, who might then use them to their advantage. This is the first study in construction management to demonstrate how index shape changes affect forecasting models.

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Published

2021-12-31

How to Cite

M. Shashavali, Bugide Rajasekhar. (2021). Investigations on the Extreme Burden Conduct of Steel Shafts with Web Openings. Mathematical Statistician and Engineering Applications, 70(2), 624–630. https://doi.org/10.17762/msea.v70i2.1962

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