Projects / Programmes
Mehanika konstrukcij (Slovene)
January 1, 1999
- December 31, 2003
Code |
Science |
Field |
Subfield |
2.05.00 |
Engineering sciences and technologies |
Mechanics |
|
2.01.00 |
Engineering sciences and technologies |
Civil engineering |
|
Code |
Science |
Field |
T220 |
Technological sciences |
Civil engineering, hydraulic engineering, offshore technology, soil mechanics |
T210 |
Technological sciences |
Mechanical engineering, hydraulics, vacuum technology, vibration and acoustic engineering |
T150 |
Technological sciences |
Material technology |
Researchers (7)
no. |
Code |
Name and surname |
Research area |
Role |
Period |
No. of publicationsNo. of publications |
1. |
16142 |
PhD Rado Flajs |
Civil engineering |
Researcher |
2002 - 2003 |
65 |
2. |
02189 |
PhD Miran Saje |
Civil engineering |
Head |
2001 - 2003 |
484 |
3. |
09217 |
PhD Stanislav Srpčič |
Civil engineering |
Researcher |
2001 - 2003 |
179 |
4. |
03521 |
PhD Marjan Stanek |
Civil engineering |
Researcher |
2001 - 2002 |
75 |
5. |
08437 |
PhD Goran Turk |
Civil engineering |
Researcher |
2001 - 2002 |
533 |
6. |
15161 |
PhD Blaž Vratanar |
Mechanics |
Researcher |
2001 - 2002 |
23 |
7. |
19121 |
PhD Dejan Zupan |
Civil engineering |
Researcher |
2001 - 2003 |
247 |
Organisations (1)
Abstract
Nonlinear mechanics of solids and structures is one of those broad subjects that are, both, of strong theoretical and practical interest. Within the present research program we, of course, deal with only a limited set of problems. In general, we intend to develop new refined numerical procedures and algorithms for the determination of deformations, the bearing capacity, stability zones, and the dynamical response of the elements of civil engineering structures such as trusses, frames, plates, shells, cables, or the structures themselves, e.g. bridges, towers, tall buildings, and foundations. In the time being, plane and space frames, and shells are being considered. The account is taken of exact kinematics (“geometric or kinematic nonlinearity”), an arbitrary initial geometry of structures, static, dynamic, conservative or nonconservative loads, and elastic-plastic as well as elastic-visco-plastic material (“material nonlinearity”). The short-term response of structures to high temperature variations during fire, and the long-term response of wooden structures due to a changing humidity, are two of the variety of our ongoing application-oriented research studies. More theory-oriented is our present research on convergence issues of the finite element method, particularily the research on the generalized patch test of nonconforming finite elements for quasi-linear boundary value problems.
Most important scientific results
Final report
Most important socioeconomically and culturally relevant results
Final report