Location

Saint Louis, Missouri

Session Start Date

10-18-1994

Abstract

The buckling capacity of plates in contact with a rigid medium is greater than that for free plates. Such plates occur in sections filled with a suitably stiff material. Classical analysis is used to compare restrained and free plates.

Department(s)

Civil, Architectural and Environmental Engineering

Research Center/Lab(s)

Wei-Wen Yu Center for Cold-Formed Steel Structures

Meeting Name

12th International Specialty Conference on Cold-Formed Steel Structures

Publisher

University of Missouri--Rolla

Publication Date

10-18-1994

Document Version

Final Version

Rights

© 1994 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

Share

 
COinS
 
Oct 18th, 12:00 AM

Local Buckling of Filled Sections

Saint Louis, Missouri

The buckling capacity of plates in contact with a rigid medium is greater than that for free plates. Such plates occur in sections filled with a suitably stiff material. Classical analysis is used to compare restrained and free plates.