Original scientific paper

https://doi.org/10.17559/TV-20181219093612

The Development of Prediction Model for Failure Force of Damaged Reinforced-Concrete Slender Columns

Lovorka Gotal Dmitrović* orcid.org/0000-0002-2651-5331 ; University North, Križaničeva 31 b, Varaždin, Croatia
Željko Kos orcid.org/0000-0002-4953-907X ; University North, Križaničeva 31 b, Varaždin, Croatia
Yvgenii Klimenko orcid.org/0000-0002-4502-8504 ; Odessa State Academy of Civil Engineering and Architecture, Didrihsona 4, Odessa, Ukraine

Abstract

Any damage to the column and in particular the reducing of the cross section, requires steps to repair the columns, taking temporary measures in the form of taking part of the load and / or reducing the useful load on the damaged column. In order for these measures to be applied more adequately and at the same time preventing adverse effects, it is necessary to define the actual impact of certain cross-sectional damage on the bearing capacity. In this paper the conceptual, mathematical and system dynamics models of the effect of the force on damaged reinforced-concrete column were developed, according to the real values of the failure force. The prediction model is adaptable and it can also be used for the other length slender, the other angle of damage or the depth of damage. The methods of modelling and conceptualization of such situations contribute significantly to protection of architectural heritage. In addition, the economic component of the system should also be taken into consideration. The developed adaptive model allows setting the optimal parameters of the model according to the needs.

Keywords

case study; damaged reinforced-concrete columns; failure force; Ishikawa diagram; prediction model; system dynamics

Hrčak ID:

228509

URI

https://hrcak.srce.hr/228509

Publication date:

27.11.2019.

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