Open AccessStability Analysis of Compression Member on Elastic Springs
Author(s) -
Ivan Baláž,
Yvona Koleková,
Lýdia Moroczová
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/603/5/052056
Subject(s) - compression (physics) , stiffness , stability (learning theory) , parametric statistics , spring (device) , rigidity (electromagnetism) , mathematics , mathematical analysis , structural engineering , physics , engineering , thermodynamics , computer science , statistics , machine learning
Part of the large parametric study focused on the stability behaviour of compression single members and the member structures with various loadings and boundary conditions is presented here. This part relates to the stability analysis of the compression member on elastic springs. The span of the member L = nℓ, where ℓ is the length of the field which equals to the distance between the neighbouring elastic springs. The members under investigation have seven various numbers of the fields n = 2, 3, 4, 5, 6, 7 and ∞. The members have uniform bending rigidity EI, uniform normal force N and (n – 1) elastic springs with equal spring stiffness C w . The results are presented in the form of eight diagrams. The curves of diagrams were replaced by the straight lines to be able derived approximate formulae for calculation of the critical force. It is shown that approximate formulae give the values of the critical forces Fcr.a which differ from diagram values F cr less than 3.3 %, being slightly on the safe side. The values of the critical forces F cr obtained from the solution of the stability equation are verified by comparisons with results Fcr.IQ of the computer program IQ 100. Excellent agreement is achieved between Fcr.IQ and F cr . The presented solution of the compression member on elastic springs may be used also for the calculation of the critical force of the compression member on elastic foundation. The solution given in the paper creates scientific background needed in the design of the semi-through bridge trusses.