Influence of Steel Fibres in Steel Fibre Reinforced Concrete on ULS and SLS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00307300" target="_blank" >RIV/68407700:21110/16:00307300 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Influence of Steel Fibres in Steel Fibre Reinforced Concrete on ULS and SLS

Popis výsledku v původním jazyce

The paper presents the influence of steel fibres in the steel fibre reinforced concrete on ultimate limit state and serviceability limit state of the load-bearing constructions. The paper is limited only to the bending load bearing capacity from ULS point of view and limited only to vertical deformation from SLS point of view. The practical example is a part of paper – the calculation of two bending constructions. Firstly, it is calculated as the construction of ordinary concrete reinforced steel armature and secondly it is calculated as the construction of steel fibre reinforced concrete reinforced steel reinforcement. The geometric arrangement, the type and the quantity of reinforcement are identical for both calculated structures. The calculated structures are different only in the tensile strength by the limit of formation of a macro crack and the residual tensile strength. All other input parameters are identical for both calculated structures, in order the influence of tensile strength on ULS and SLS excels.

Název v anglickém jazyce

Influence of Steel Fibres in Steel Fibre Reinforced Concrete on ULS and SLS

Popis výsledku anglicky

The paper presents the influence of steel fibres in the steel fibre reinforced concrete on ultimate limit state and serviceability limit state of the load-bearing constructions. The paper is limited only to the bending load bearing capacity from ULS point of view and limited only to vertical deformation from SLS point of view. The practical example is a part of paper – the calculation of two bending constructions. Firstly, it is calculated as the construction of ordinary concrete reinforced steel armature and secondly it is calculated as the construction of steel fibre reinforced concrete reinforced steel reinforcement. The geometric arrangement, the type and the quantity of reinforcement are identical for both calculated structures. The calculated structures are different only in the tensile strength by the limit of formation of a macro crack and the residual tensile strength. All other input parameters are identical for both calculated structures, in order the influence of tensile strength on ULS and SLS excels.

Druh

O - Ostatní výsledky

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů