Author Description
No description available.
Menrva's Summary
THE THESIS
This text investigates the mathematical and physical principles governing the stability and buckling behavior of metal structural components under various loading conditions. Friedrich Bleich, a prominent engineer, synthesizes theoretical mechanics with practical design requirements to provide a comprehensive framework for structural analysis. The work utilizes classical elastic theory and experimental data to establish criteria for preventing structural failure in steel and other metal frameworks.
THE SCOPE MAP
What You Will Find
- Theoretical derivations for the buckling of columns, beams, and plates
- Analysis of local buckling in thin-walled structural members
- Mathematical models for determining critical loads in complex structural systems
- Practical design formulas for structural engineers
Scope Limits
- Does not cover modern computational finite element analysis methods developed after the mid-20th century
- Focuses primarily on metallic materials rather than composite or polymer structures
THE AUTHORITY PERSPECTIVE
Engineers and academics frequently cite this work as a foundational reference for the classical theory of structural stability. Readers often note the high level of mathematical rigor and the density of the technical derivations presented throughout the text.
Page Count:
508
Publication Date:
1952-01-01
Publisher:
McGraw-Hill
ISBN-10:
0070058903
ISBN-13:
9780070058903
Mechanical engineering
Structural Engineering
Civil Engineering
Engineering
Materials Science