Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F16050517%3A_____%2F11%3A%230000020" target="_blank" >RIV/16050517:_____/11:#0000020 - 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
Design of Fibre Reinforced Concrete Structures based on Nonlinear Analysis
Original language description
The nonlinear finite element analysis can be utilized not only in research but also in the practical design of fibre reinforced concrete (FRC) structures. Behaviour of the structure under service or ultimate loading conditions can be realistically simulated using advanced computer methods. Special constitutive material models were developed for description of fracture of FRC-material in the nonlinear finite element analysis. Crack development, load carrying capacity and post-critical behaviour of engineering structures can be traced and analyzed. The nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis, and helps in cases which are not sufficiently supported by the codes. Recently proposed advanced design methods based on the global safety concept, utilization a newly developed ECOV-Method, stochastic LHS nonlinear analysis and structural reliability assessment of FRC st
Czech name
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Czech description
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Project
<a href="/en/project/FR-TI1%2F612" target="_blank" >FR-TI1/612: *Computer software for the simulation of concrete hardening using the microscale models for hydration</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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