Pregled bibliografske jedinice broj: 452558
Modified Mohr-Coulomb - Rankine material model for concrete
Modified Mohr-Coulomb - Rankine material model for concrete // Engineering computations, 28 (2011), 7; 853-887 doi:10.1108/02644401111165103 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 452558 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
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
Citiraj ovu publikaciju:
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, +++