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Pregled bibliografske jedinice broj: 452558

Modified Mohr-Coulomb - Rankine material model for concrete


Galić, Mirela; Marović, Pavao; Nikolić, Željana
Modified Mohr-Coulomb - Rankine material model for concrete // Engineering computations, 28 (2011), 7; 853-887 doi:10.1108/02644401111165103 (međunarodna recenzija, članak, znanstveni)


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Naslov
Modified Mohr-Coulomb - Rankine material model for concrete

Autori
Galić, Mirela ; Marović, Pavao ; Nikolić, Željana

Izvornik
Engineering computations (0264-4401) 28 (2011), 7; 853-887

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
concrete; constitutive behaviour; elastic-plastic material; fracture; finite element analysis

Sažetak
The main aim of this paper is to present a three-dimensional numerical material model for concrete which combines plasticity with a classical orthotropic smeared crack formulation. Further aim is to raise a discussion leading to the creation of a comprehensive computer programme for the analyses of reinforced and prestressed concrete structures. A new numerical material model for concrete is developed and main theoretical explanations are given to aid in understanding the algorithm. The model is based on Mohr-Coulomb criterion for dominant compression and Rankine criterion for dominant tension influences. A multi-surface presentation of the model is implemented which permits the rapid convergence of the mathematical procedure. The model includes associated and non-associated flow rules, strain hardening and softening where the development of the plastic strain was described by the function of cohesion. Findings – Provides information about developing a new numerical material model for concrete. Practical implications – The model is implemented into the computer programme PRECON3D for the three-dimensional nonlinear analysis of the reinforced and prestressed concrete structures. In this model the very complex behaviour of concrete is defined by elementary material parameters which can be obtained by a standard uniaxial test. The presented model enables a very detailed and precise analysis of reinforced and prestressed concrete structures until crushing with a high accuracy, so that the expensive experimental tests can be reduced. The paper could be very valuable to researchers in this field as a benchmark for their analyses.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekti:
083-0831541-1532 - Nelinearna dinamička analiza trodimenzionalnih armirano-betonskih konstrukcija (Nikolić, Željana, MZO ) ( CroRIS)
083-0831541-1545 - Modeliranje granične nosivosti i stabilnosti konstrukcija pri velikim pomacima (Mihanović, Ante, MZO ) ( CroRIS)
083-0831541-1547 - Numerička i eksperimentalna istraživanja ponašanja inženjerskih konstrukcija (Marović, Pavao, MZO ) ( CroRIS)

Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split

Profili:

Avatar Url Mirela Galić (autor)

Avatar Url Željana Nikolić (autor)

Avatar Url Pavao Marović (autor)

Poveznice na cjeloviti tekst rada:

doi www.emeraldinsight.com dx.doi.org

Citiraj ovu publikaciju:

Galić, Mirela; Marović, Pavao; Nikolić, Željana
Modified Mohr-Coulomb - Rankine material model for concrete // Engineering computations, 28 (2011), 7; 853-887 doi:10.1108/02644401111165103 (međunarodna recenzija, članak, znanstveni)
Galić, M., Marović, P. & Nikolić, Ž. (2011) Modified Mohr-Coulomb - Rankine material model for concrete. Engineering computations, 28 (7), 853-887 doi:10.1108/02644401111165103.
@article{article, author = {Gali\'{c}, Mirela and Marovi\'{c}, Pavao and Nikoli\'{c}, \v{Z}eljana}, year = {2011}, pages = {853-887}, DOI = {10.1108/02644401111165103}, keywords = {concrete, constitutive behaviour, elastic-plastic material, fracture, finite element analysis}, journal = {Engineering computations}, doi = {10.1108/02644401111165103}, volume = {28}, number = {7}, issn = {0264-4401}, title = {Modified Mohr-Coulomb - Rankine material model for concrete}, keyword = {concrete, constitutive behaviour, elastic-plastic material, fracture, finite element analysis} }
@article{article, author = {Gali\'{c}, Mirela and Marovi\'{c}, Pavao and Nikoli\'{c}, \v{Z}eljana}, year = {2011}, pages = {853-887}, DOI = {10.1108/02644401111165103}, keywords = {concrete, constitutive behaviour, elastic-plastic material, fracture, finite element analysis}, journal = {Engineering computations}, doi = {10.1108/02644401111165103}, volume = {28}, number = {7}, issn = {0264-4401}, title = {Modified Mohr-Coulomb - Rankine material model for concrete}, keyword = {concrete, constitutive behaviour, elastic-plastic material, fracture, finite element analysis} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


Uključenost u ostale bibliografske baze podataka::


  • Compendex (EI Village)
  • Compu-Math Citation Index
  • INSPEC
  • Zentrallblatt für Mathematik/Mathematical Abstracts
  • Applied Mechanics Review, Cambridge Scientific Abstracts, Computing Reviews, CSA Mechanics & Trans. Engineering Abstracts, Engineering Index, Geographical Abstracts, Engineering Society Library, Physical Geography, Geological Abstracts, International Civil Engineering Abstracts, SCOPUS, +++


Citati:





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