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

Result code in 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>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

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

Original language description

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.

Czech name

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Czech description

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Type

O - Miscellaneous

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2016

Confidentiality

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