2011
DOI: 10.1016/j.ijnonlinmec.2011.06.008
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The unilateral contact buckling problem of continuous beams in the presence of initial geometric imperfections: An analytical approach based on the theory of elastic stability

Abstract: To cite this version:K.A. Tzaros, E.S. Mistakidis. The unilateral contact buckling problem of continuous beams in the presence of initial geometric imperfections: an analytical approach based on the theory of elastic stability. International Journal of Non-Linear Mechanics, Elsevier, 2011, 46 (9) This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typese… Show more

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Cited by 7 publications
(1 citation statement)
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“…Researchers have also examined such subjects as load-deflection response, stability analysis, and the buckling and initial post-buckling behavior of bilaterally constrained piles, as found in Fazelzadeh and Kazemi-Lari (2013), Challamel (2011), Chen and Baker (2003), Sironic et al (1999), Chai (1998), Budkowska (1997a,b), Budkowska and Szymczak (1997), West et al (1997), and Naidu and Rao (1995). Recently, Tzaros and Mistakidis (2011) presented the critical loads and buckling modes of columns under unilateral contact constraints. Spacone (2002, 2006) presented three formulations of frame elements with nonlinear lateral deformable supports.…”
Section: Introductionmentioning
confidence: 99%
“…Researchers have also examined such subjects as load-deflection response, stability analysis, and the buckling and initial post-buckling behavior of bilaterally constrained piles, as found in Fazelzadeh and Kazemi-Lari (2013), Challamel (2011), Chen and Baker (2003), Sironic et al (1999), Chai (1998), Budkowska (1997a,b), Budkowska and Szymczak (1997), West et al (1997), and Naidu and Rao (1995). Recently, Tzaros and Mistakidis (2011) presented the critical loads and buckling modes of columns under unilateral contact constraints. Spacone (2002, 2006) presented three formulations of frame elements with nonlinear lateral deformable supports.…”
Section: Introductionmentioning
confidence: 99%