Recommendation for the modelling of 3D non-linear analysis of RC beam tests
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F18%3A10239092" target="_blank" >RIV/61989100:27120/18:10239092 - isvavai.cz</a>
Result on the web
<a href="http://www.techno-press.org/content/?page=article&journal=cac&volume=21&num=1&ordernum=2" target="_blank" >http://www.techno-press.org/content/?page=article&journal=cac&volume=21&num=1&ordernum=2</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.12989/cac.2018.21.1.011" target="_blank" >10.12989/cac.2018.21.1.011</a>
Alternative languages
Result language
angličtina
Original language name
Recommendation for the modelling of 3D non-linear analysis of RC beam tests
Original language description
The possibilities of non-linear analysis of reinforced-concrete structures are under development. In particular, current research areas include structural analysis with the application of advanced computational and material models. The submitted article aims to evaluate the possibilities of the determination of material properties, involving the tensile strength of concrete, fracture energy and the modulus of elasticity. To evaluate the recommendations for concrete, volume computational models are employed on a comprehensive series of tests. The article particularly deals with the issue of the specific properties of fracture-plastic material models. This information is often unavailable. The determination of material properties is based on the recommendations of Model Code 1990, Model Code 2010 and specialized literature. For numerical modelling, the experiments with the so called "classic" concrete beams executed by Bresler and Scordelis were selected. It is also based on the series of experiments executed by Vecchio. The experiments involve a large number of reinforcement, cross-section and span variants, which subsequently enabled a wider verification and discussion of the usability of the non-linear analysis and constitutive concrete model selected.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Computers and Concrete
ISSN
1598-8198
e-ISSN
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Volume of the periodical
21
Issue of the periodical within the volume
1
Country of publishing house
KR - KOREA, REPUBLIC OF
Number of pages
10
Pages from-to
11-20
UT code for WoS article
000429256700002
EID of the result in the Scopus database
2-s2.0-85047931578