Techno Press


Steel and Composite Structures   Volume 24, Number 5, August10 2017, pages 579-589
DOI: http://dx.doi.org/10.12989/scs.2017.24.5.579
 
Post-buckling responses of functionally graded beams with porosities
Şeref D. Akbaş

 
Abstract     [Full Text]
    The objective of this work is to analyze post-buckling of functionally graded (FG) beams with porosity effect under compression load. Material properties of the beam change in the thickness direction according to power-law distributions with different porosity models. It is known that post-buckling problems are geometrically nonlinear problems. In the nonlinear kinematic model of the beam, total Lagrangian finite element model of two dimensional (2-D) continuum is used in conjunction with the Newton-Raphson method. In the study, the effects of material distribution, porosity parameters, compression loads on the post-buckling behavior of FG beams are investigated and discussed with porosity effects. Also, the effects of the different porosity models on the FG beams are investigated in post-buckling case.
 
Key Words
    post-buckling; functionally graded material; porosity; total Lagragian; finite element method
 
Address
Department of Civil Engineering, Bursa Technical University, Yıldırım Campus, Yıldırım, Bursa 16330, Turkey.
 

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