Asymmetrical, spatial deformations of reinforced concrete columns and prestressed beams

András Árpád Spios, G. Domokos

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

In this paper we show a fast, robustly convergent algorithm for the calculation of spatial deformations of cracked, elastic reinforce concrete (RC) beams and columns. The algorithm is fully consistent with the Euler-Bemoulli beam model, it also incorporates the nonlinear material characteristics ( creep, shrinkage, etc) of reinforced concrete, based on the EUROCODE standard. After describing the algorithm we discuss applications and present two numerical examples.

Original languageEnglish
Title of host publicationKeep Concrete Attractive - Proceedings of the fib Symposium 2005
PublisherPublisbing Company of Budapest University of Tecbnology and Economics
Pages693-698
Number of pages6
Volume2
ISBN (Electronic)9634208398, 9789634208396
Publication statusPublished - 2005
Event2005 fib Symposium on Keep Concrete Attractive - Budapest, Hungary
Duration: May 23 2005May 25 2005

Other

Other2005 fib Symposium on Keep Concrete Attractive
CountryHungary
CityBudapest
Period5/23/055/25/05

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ASJC Scopus subject areas

  • Architecture
  • Building and Construction
  • Civil and Structural Engineering

Cite this

Spios, A. Á., & Domokos, G. (2005). Asymmetrical, spatial deformations of reinforced concrete columns and prestressed beams. In Keep Concrete Attractive - Proceedings of the fib Symposium 2005 (Vol. 2, pp. 693-698). Publisbing Company of Budapest University of Tecbnology and Economics.