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On Critical Buckling Loads of Columns under End Load Dependent on Direction
Musa Başbük1, Aytekin Eryılmaz1, M Tarık Atay2
1Department of Mathematics, Nevşehir Hacı Bektaş Veli University, 50300 Nevşehir, Turkey.
This study applies the Homotopy analysis method (HAM) to determine the critical buckling load for columns with direction-dependent end loads. Results show HAM accurately predicts buckling loads, matching exact solutions.
Area of Science:
- Applied Sciences
- Nonlinear Dynamics
- Structural Mechanics
Background:
- Nonlinear problems are prevalent across applied sciences.
- Analytical approximate solution techniques are crucial for solving nonlinear differential equations.
- The Homotopy analysis method (HAM) is a powerful technique for addressing such problems.
Purpose of the Study:
- To apply the Homotopy analysis method (HAM) to a specific nonlinear problem.
- To determine the critical buckling load of a column subjected to direction-dependent end loads.
Main Methods:
- Utilized the Homotopy analysis method (HAM).
- Applied HAM to analyze column buckling under complex loading conditions.
Main Results:
- Successfully obtained critical buckling load values for the specified column.
- Demonstrated excellent agreement between HAM-derived loads and existing exact analytical solutions.
Conclusions:
- The Homotopy analysis method (HAM) is effective for solving nonlinear structural mechanics problems.
- HAM provides accurate predictions for critical buckling loads in columns with direction-dependent end loads.
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