Scholarlink

This chapter deals with the buckling of thin bars under axial compressive load. The governing equation for beam-column is presented, and Euler buckling load is derived. Various kinds of imperfections are covered. The potential energy method is presented. Buckling of elastic-plastic column and empirical column formulae are discussed.

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Column Buckling

  • 章节

  • 发表日期：

    2025年

查看全文
  • P. C. Dumir,
  • B. P. Patel,
  • Sanjeev Sanghi

摘要

This chapter deals with the buckling of thin bars under axial compressive load. The governing equation for beam-column is presented, and Euler buckling load is derived. Various kinds of imperfections are covered. The potential energy method is presented. Buckling of elastic-plastic column and empirical column formulae are discussed.