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Projects / Programmes source: ARIS

Commech-2: computational modelling in nonlinear continuum mechanics

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Research activity

Code Science Field Subfield
2.05.03  Engineering sciences and technologies  Mechanics  Numerical modelling 

Code Science Field
P170  Natural sciences and mathematics  Computer science, numerical analysis, systems, control 
T220  Technological sciences  Civil engineering, hydraulic engineering, offshore technology, soil mechanics 
Keywords
computational modelling, nonlinear mechanics, finite elements, composites, shells
Evaluation (rules)
source: COBISS
Evaluation of bibliographic research performance indicators according to ARIS methodology
Citations Citations for bibliographic records in COBIB.SI that are linked to records in citation databases
source: WoS source: Scopus source: COBISS
Researchers (5)
no. Code Name and surname Research area Role Period No. of publications
1.  17718  Alenka Bezlaj - Kreft    Researcher  1998 - 2000  0 
2.  08744  PhD Frano Damjanić  Civil engineering  Head  2000  111 
3.  17759  PhD Matevž Dolenc  Civil engineering  Researcher  2000  259 
4.  06702  PhD Iztok Kovačič  Civil engineering  Researcher  2000  96 
5.  07619  PhD Dejan Žlajpah  Civil engineering  Researcher  1998 - 2000  40 
Organisations (1)
no. Code Research organisation City Registration number No. of publications
1.  0792  University of Ljubljana, Faculty of Civil and Geodetic Engineering  Ljubljana  1626981  25,723 
Abstract
The project is concerned with research in the field of computational modelling in nonlinear continuum mechanics. Two main tasks of the project are: (a) theoretical and numerical (i.e. finite element) development of novel models for materially and geometrically nonlinear analysis of thin-walled shell-like structures; and (b) development of specialized nonlinear material models in order to obtain a reasonably realistic simulation of mechanical behaviour of different materials - in particular fibre-reinforced composites, metals and reinforced concrete. All together, it has to result in a world competitive computational model for the analysis of shell-like structures. The model, based on the finite element model, should be free from many known numerical difficulties (numerical instabilities, numerical locking, mesh sensitivity, etc.), and it should exhibit a quadratic rate of convergence.
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