Closed form buckling and sensitivity analysis of isotropic and orthotropic columns with uncertain material and geometric properties via convex modeling Part II: Application and validation

Author:

Kaya Onur,Oktem Ahmet Sinan,Adali Sarp

Funder

Inyuvesi Yakwazulu-Natali

National Research Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Buckling of shear deformable polymer/clay nanocomposite columns with uncertain material properties by multiscale modeling;Oktem;Compos B Eng,2018

2. Minimum weight design of beams against failure under uncertain loading by convex analysis;Radebe;J Mech Sci Technol,2013

3. Kaya O, Oktem A.S. Buckling of isotropic columns with uncertain dimensions and material properties. 1st International Conference on Advances in Mechanical and Mechatronics Engineering (ICAMMEN 2018) 8-9 Nov 2018;Ankara, Turkey.

4. Kaya O, Oktem A.S., Adali S. Uncertain buckling of composite columns by convex modeling. 10th Ankara International Aerospace Conference (AIAC) 18-20 Sept 2019;Ankara, Turkey.

5. Buckling of isotropic and composite columns with uncertain material properties and dimensions by using convex modeling;Kaya,2019

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