Comparison of Methods for Crack Development State for Steel Fibre Reinforced Concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F21%3A00350890" target="_blank" >RIV/68407700:21110/21:00350890 - isvavai.cz</a>
Result on the web
<a href="https://www.scientific.net/SSP.322.48" target="_blank" >https://www.scientific.net/SSP.322.48</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.322.48" target="_blank" >10.4028/www.scientific.net/SSP.322.48</a>

Result language
angličtina
Original language name
Comparison of Methods for Crack Development State for Steel Fibre Reinforced Concrete
Original language description
Fibre reinforced concrete is a composite material that is increasingly used in construction practice. An often-discussed problem regarding the fibre reinforced concrete is the crack development state and post-cracking behaviour. The paper compares the calculations done according to the Eurocode design and calculations done according to the older procedure given by ČSN standard. The calculations are also compared with the calculations done using the SCIA Engineer software. From the obtained results, the complexity of the calculation, the amount of coefficients, and the variance of value given the current standards is evident.
Czech name
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Czech description
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Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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