Ing.

Daniel Jindra

Ph.D.

FAST, STM

Daniel.Jindra@vut.cz

Odeslat VUT zprávu

Ing. Daniel Jindra, Ph.D.

Publikace

  • 2024

    JINDRA, D.; HRADIL, P.; KALA, J. Finite element analysis of concrete slab exposed to high velocity pressure wave – simplified vs. smoothed-particle hydrodynamics (SPH) method. In MATEC Web of Conferences. MATEC Web of Conferences. Online: MATEC Web of Conferences, 2024. s. 1-13. ISSN: 2261-236X.
    Detail | WWW

    JINDRA, D.; HRADIL, P.; KALA, J. Stress relaxation of concrete beams caused by creep and shrinkage effects. In MATEC Web of Conferences. MATEC Web of Conferences. Online: MATEC Web of Conferences, 2024. s. 1-9. ISSN: 2261-236X.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J. Reliability Analysis of Stainless Steel CHS Columns Exposed to Flexural Buckling. In AIP Conference Proceedings. online: AIP Conference Proceedings, 2024. s. 170002-1 (170002-4 s.)ISSN: 1551-7616.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J. Two Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structures. Buildings, 2024, roč. 14, č. 1, s. 1-16. ISSN: 2075-5309.
    Detail | WWW | Plný text v Digitální knihovně

    JINDRA, D.; HRADIL, P.; KALA, J. EXPLOSIVE SHAPES IN SMOOTHED-PARTICLE HYDRODYNAMICS (SPH) METHOD FOR STRUCTURAL ANALYSIS OF CONCRETE MEMBERS. In Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering. Online: 2024. ISBN: 978-80-86433-83-7.
    Detail | WWW

    JINDRA, D.; HRADIL, P.; KALA, J. Calibration and verification of creep parameters for concrete. In MATEC Web of Conferences. MATEC Web of Conferences. Online: MATEC Web of Conferences, 2024. s. 1-12. ISSN: 2261-236X.
    Detail | WWW

  • 2023

    KALA, J.; KALA, Z.; JINDRA, D. SENSITIVITY STUDY OF THE STEEL FOOTBRIDGE RESPONSE TO THE DAMPER PARAMETERS. In World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS 2022. AIP conference proceedings. AIP Publishing, 2023. s. 150039-1 (150039-6 s.)ISBN: 9780735446632. ISSN: 0094-243X.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J. Reliability and Sensitivity Analysis of Slender Steel Members Utilizing Nonlinear Finite Element Analyses. In WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM WMCAUS 2022. AIP conference proceedings. 2023. s. 150022-1 (150022-11 s.)ISSN: 0094-243X.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J. Ultimate Load Capacity of Multi-Story Steel Frame Structures with Geometrical Imperfections: A Comparative Study of Two Methods. In Lecture Notes in Civil Engineering. volume 392. Springer Cham, 2023. s. 154-163. ISBN: 978-3-031-44603-0.
    Detail | WWW

    JINDRA, D.; HRADIL, P. NUMERICAL ANALYSIS OF CONCRETE SLAB WITH BASALT FIBRE REINFORCED PLASTIC (BFRP) EXPOSED TO BLAST LOAD. JUNIORSTAV 2023 - 25. mezinárodní doktorská konference stavebního inženýrství - SBORNÍK PŘÍSPÉVKŮ. Brno: ECON publishing s.r.o., 2023. s. 414-421. ISBN: 978-80-86433-80-6.
    Detail | WWW

    JUHÁSZOVÁ, T.; MIARKA, P.; SEITL, S.; JINDRA, D.; KALA, Z. Comparison of crack propagation rates in selected structural components made from AISI 304 grades: Three-point bending test. In Procedia Structural Integrity. Procedia Structural Integrity. online: Elsevier, 2023. s. 1090-1097. ISSN: 2452-3216.
    Detail | WWW | Plný text v Digitální knihovně

    JUHÁSZOVÁ, T.; MIARKA, P.; JINDRA, D.; KALA, Z.; SEITL, S. Evaluation of Fatigue Crack Growth Rates in an IPE Beam Made of AISI 304 under Various Stress Ratios. In Procedia Structural Integrity. Procedia Structural Integrity. online: Elsevier, 2023. s. 172-177. ISSN: 2452-3216.
    Detail | WWW | Plný text v Digitální knihovně

  • 2022

    JINDRA, D.; HRADIL, P. NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS. The Civil Engineering Journal, 2022, roč. 31, č. 2, s. 360-367. ISSN: 1805-2576.
    Detail | WWW

    JINDRA, D.; HRADIL, P. NUMERICAL ANALYSIS OF BFRP REINFORCED CONCRETE SLAB EXPOSED TO IMPACT LOADS. Sborník příspěvků 24. odborné konference doktorského studia Juniorstav 2022. Brno: ECON publishing, s.r.o., 2022. s. 372-377. ISBN: 978-80-86433-76-9.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J. Buckling curves of stainless steel CHS members: Current state and proposed provisions. Journal of Constructional Steel Research, 2022, roč. 198, č. 107521, ISSN: 0143-974X.
    Detail | WWW

    JINDRA, D.; HRADIL, P.; KALA, J. A Comparison of Various FE Modelling Methods of Concrete Slab Exposed to Impact Loads. In 18th International Conference of Numerical Analysis and Applied Mathematics (ICNAAM 2020). AIP conference proceedings. Greece, Rhodes: AIP Conference Proceedings, 2022. s. 1-5. ISSN: 0094-243X.
    Detail | WWW

  • 2021

    JINDRA, D.; KALA, Z.; KALA, J. Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations. Journal of Constructional Steel Research, 2021, roč. 188, č. 1, s. 1-14. ISSN: 0143-974X.
    Detail | WWW

    JINDRA, D.; KALA, Z.; KALA, J.; SEITL, S. Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam. In Transportation Research Procedia. Transportation Research Procedia. Elsevier, 2021. s. 1114-1121. ISSN: 2352-1457.
    Detail | WWW | Plný text v Digitální knihovně

    JINDRA, D.; KALA, Z.; KALA, J. Validation of Stainless-Steel CHS Columns Finite Element Models. Materials, 2021, roč. 14, č. 7, s. 1-25. ISSN: 1996-1944.
    Detail | WWW | Plný text v Digitální knihovně

    JINDRA, D. A COMPARISON OF SIMPLIFIED AND SPH METHOD FOR MODELLING CONCRETE STRUCTURES EXPOSED TO IMPACT LOADS. JUNIORSTAV 2021. 2021. s. 369-374. ISBN: 978-80-86433-75-2.
    Detail | WWW

    JINDRA, D.; KALA, Z.; SEITL, S.; KALA, J. MATERIAL MODEL PARAMETER IDENTIFICATION OF STAINLESS STEEL (AISI 304L). In Proceedings of the Engineering Mechanics 2020. Engineering Mechanics .... Svratka, Česká republika: 2021. s. 1-4. ISBN: 978-80-214-5896-3. ISSN: 1805-8248.
    Detail | WWW

    BRAET, L.; JUHÁSZOVÁ, T.; JINDRA, D.; MIARKA, P.; SEITL, S. Finding the optimal stress state of a stainless-steel IPE profile for fatigue experiments. In Procedia Structural Integrity. Procedia Structural Integrity. online: Elsevier, 2021. s. 1065-1072. ISSN: 2452-3216.
    Detail | WWW | Plný text v Digitální knihovně

  • 2020

    JINDRA, D.; HRADIL, P.; KALA, J.; KRÁL, P. The Suitable Discretization of Concrete Plate Finite Element Model Exposed to High Velocity Loading. CUTE 2020. Czech Republic, Ostrava: 2020. s. 15-18. ISBN: 978-80-248-4457-2.
    Detail

    JINDRA, D.; HRADIL, P.; KALA, J. Optimal adjustment od FE model of concrete slab exposed to impact loading. In MATEC Web of Concerences 313 (Dyn-Wind 2020), 00024 (2020). MATEC Web of Conferences. Slovakia, Vyhne: EDP Sciences, 2020. s. 1-9. ISSN: 2261-236X.
    Detail | WWW | Plný text v Digitální knihovně

    JINDRA, D.; HRADIL, P.; KALA, J.; SALAJKA, V. Non linear FEM analysis of composite concrete slab exposed to extreme thermal load. In 17th International Conference of Numerical Analysis and Applied Mathematics (ICNAAM 2019). AIP conference proceedings. American Institute of Physics Inc., 2020. s. 1-4. ISBN: 978-0-7354-4025-8. ISSN: 0094-243X.
    Detail | WWW

    JINDRA, D. IDENTIFICATION OF THE OPTIMAL PARAMETERS OF FE-MODEL OF REINFORCED CONCRETE BEAM IN FOUR-POINT BENDING. Brno, Česká republika: 2020. s. 434-439.
    Detail

    JINDRA, D.; HRADIL, P.; KALA, J.; KRÁL, P. Mesh Size Influence of the Concrete Slab FE Model Exposed to Impact Load for Various Material Models. Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 2020, roč. 20, č. 2, s. 1-7. ISSN: 1804-4824.
    Detail | WWW

  • 2019

    JINDRA, D.; HRADIL, P. Finite Element Modelling of Reinforced Concrete Slab Exposed to Extreme Load. Ostrava, Česká republika: 2019. s. 10-10.
    Detail

    JINDRA, D.; HRADIL, P. Finite Element Modelling of Reinforced Concrete Slab Exposed to Extreme Fire Loads. Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava, 2019, roč. 2019, č. 2, s. 1-8. ISSN: 1213-1962.
    Detail | WWW

*) Citace publikací se generují jednou za 24 hodin.