|
|
Explosive Shapes in Smoothed-Particle Hydrodynamics (SPH) Method for Structural Analysis of Concrete Members
Jindra, Daniel ; Hradil, Petr ; Kala, Jiří
The study compares performances of numerical finite element (FEM) analyses of simply supported concrete slabs reinforced by BFRP bars (basalt fibre reinforced polymer) exposed to close-range (1 m distance) explosions. A sensitivity study of slab deflection and reinforcement strain on various shapes of TNT charges is conducted. Smoothed-particle hydrodynamics (SPH) method is used to model the geometry of the TNT charges (variously rotated cylinders, cubes and spheres), detonation and interaction with the concrete slab, which is modelled by Lagrangian mesh. Karagozian and Case (K&C) nonlinear material model is used for concrete slabs exposed to high-velocity impact load. Finite element analyses have been conducted in explicit solvers suitable for high strain rates. The results of numerical simulations are compared with physical experiment data obtained from the scientific literature.
|
|
|
Determination of fire resistance of structures
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Possibilities of modeling non-linear behavior of concrete within standard room temperatures and increased fire-load values using FEM software ANSYS are studied. Temperature dependences of material models are considered. Fire resistance of reinforced concrete and concrete-steel composite construction is analyzed. Fire loads are defined in accordance with relevant standards. Non-linear structural transient analyses are calculated after temperatures were determined by transient thermal analyses. Results obtained from analyses of simple reinforced concrete structure are compared with approach of isotherm 500 °C method.
|
|
|
Ultimita
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures.
|
|
| |
|
| |
|
|
Numerical Analysis of BFRP Reinforced Concrete Slab Exposed to Impact Loads
Jindra, Daniel ; Hradil, Petr
This paper describes numerical analysis utilizing the FEM of a simply supported concrete slab exposed to close range explosion of TNT charge. Reinforcing bars are made of basalt fibre reinforced plastic (BFRP). 3D numerical model has been created, and a software with explicit solver has been used in order to conduct analyses. A simplified method of the blast loading modelling has been utilized. Several cases with different mesh size or finite element formulation are considered. The results are compared with experimental data.
|
|
|
Determination of fire resistance of structures
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Possibilities of modeling non-linear behavior of concrete within standard room temperatures and increased fire-load values using FEM software ANSYS are studied. Temperature dependences of material models are considered. Fire resistance of reinforced concrete and concrete-steel composite construction is analyzed. Fire loads are defined in accordance with relevant standards. Non-linear structural transient analyses are calculated after temperatures were determined by transient thermal analyses. Results obtained from analyses of simple reinforced concrete structure are compared with approach of isotherm 500 °C method.
|
|
|
Ultimita
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures.
|
guest ::
RSS feed.