MATHEMATIC MODEL OF A BEAM PARTIALLY SUPPORTED ON ELASTIC FOUNDATION

MATHEMATIC MODEL OF A BEAM PARTIALLY SUPPORTED ON ELASTIC FOUNDATION

The paper presents the methodic for analytical determining of stress-strain state of a beam partially supported on elastic foundation at sudden damage of foundation structure (partial failure). Bending equation for a beam is written using dimensional parameter and solved with the initial parameters...

Full description

Bibliographic Details
Main Authors: Vladimir Travush, Vladimir Gordom, Vitaly Kolchunov, Yevgeny Leontiev
Format: Article
Language:English
Published: Publishing House ASV 2019-06-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
system “beam - foundation”, accidental impact, sudden foundation failure, forces, deflections
Online Access:http://ijccse.iasv.ru/article/view/219

Internet

http://ijccse.iasv.ru/article/view/219

Similar Items