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September 17, 2025International Journal of Structural Stability and DynamicsOpen Access

Complements to the Euler’s Linear Theory for Buckling of Long Columns: Modified Critical Stresses and Proposed Critical Deflections

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Authors

MDMaolin Du

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Overview

This analysis modifies critical stresses and deflections for long columns, indicating improved design for indeterminate structures.

Key Points

  • A new formula for critical deflections is proposed, addressing errors in the original Euler's approach.
  • The modification of critical stresses allows for inclusion of bending stresses, improving the accuracy of analysis.
  • Experimental data from ZnO nanowires illustrates the practical application of the proposed method.
  • Understanding critical failure deflection is essential for maintaining stability in engineering structures.

Cite This Study

Maolin Du (2025) studied this question.

synapsesocial.com/papers/68d4606031b076d99fa60280https://doi.org/10.1142/s0219455427500143
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