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Elasto-plastic stability calculation of the frame structures using the code ALIN

Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN

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2014
1204.pdf (3.315Mb)
Authors
Ćorić, Stanko
Brčić, Stanko
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Abstract
This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.
Source:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 2014, 30, 473-479
Publisher:
  • Građevinski fakultet, Subotica
Note:
  • Zbornik radova Građevinskog fakulteta

DOI: 10.14415/konferencijaGFS2014.064

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/1206
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  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
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