Stability criteria for column stacks | Zendy

Löschau Gerhard | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Premium

Stability criteria for column stacks

Author(s) -

Löschau Gerhard

Publication year - 1989

Publication title -

packaging technology and science

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.365

H-Index - 50

eISSN - 1099-1522

pISSN - 0894-3214

DOI - 10.1002/pts.2770020307

Subject(s) - stack (abstract data type) , column (typography) , stability (learning theory) , compression (physics) , structural engineering , modulus , natural frequency , mathematics , materials science , engineering , computer science , geometry , composite material , physics , acoustics , connection (principal bundle) , machine learning , programming language , vibration

Today, column stacks in the warehouse usually consists of unit loads and are regarded generally as being sufficiently stable. But the stability of such stacks may vary according to the compression resistance of an individual unit or by the toppling stability of the complete column. To evaluate the stability of a given column, or to calculate the critical stack dimensions, different methods are described and compared on the basis of the elastic modulus in compression, the inclination angle of an individual unit under a central test load, or the natural frequency of a freely oscillating complete stack after a previous lateral deviation. This results in a variety of useful procedures to give an approximate estimate of the toppling stability of stacked unit loads and packages.

This content is not available in your region!

Continue researching here.

Having issues? You can contact us here

Accelerating Research