Moment of Resistance of Beams Stressed Beyond the Elastic Limit: An Accurate Method of Prediction which Applies to All Types of Sections and Materials having Different Stress‐Strain Properties in Tension and Compression

Abstract

MOST previous methods for predicting moments of resistance of beams subjected to pure bending beyond the limit of proportionality involve somewhat complicated and cumbersome calculations and are usually confined to specific materials and cross‐sections.

Citation

Ish Horowicz, M. (1951), "Moment of Resistance of Beams Stressed Beyond the Elastic Limit: An Accurate Method of Prediction which Applies to All Types of Sections and Materials having Different Stress‐Strain Properties in Tension and Compression", Aircraft Engineering and Aerospace Technology, Vol. 23 No. 1, pp. 9-14. https://doi.org/10.1108/eb031987