Project detail

Influence of material properties of stainless steels on reliability of bridge structures

Duration: 01.01.2020 — 31.12.2022

Funding resources

Czech Science Foundation - Standardní projekty

- whole funder (2020-01-01 - 2022-12-31)

On the project

V rámci řešení projektu budou získány nové poznatky o materiálových vlastnostech a spolehlivosti nosných mostních konstrukcí vyrobených z korozivzdorné oceli. Mezní stavy budou analyzovány s použitím numerických modelů založených převážně na nelineární metodě konečných prvků. Vstupními parametry výpočtových modelů budou reálné materiálové chrakteristiky obdržené z experimentů a zpracované do histogramů. Životnost mostních prvků bude teoreticky zkoumána s užitím lineární lomové mechaniky a geometrických funkcí zpracovaných s užitím únavových experimentů v laboratoři. Analýza spolehlivosti bude zahrnovat statistickou, citlivostní a pravděpodobnostní analýzu. Zajímavá zjištění lze očekávat u velmi štíhlých prvků s imperfekcemi, které obecně mohou mít vyšší napjatost, nižší odolnost a rychlejší únavovou degradaci v porovnání s pruty z uhlíkaté oceli. Zcela nové poznatky jsou očekávány od laboratorních experimentů zkoumajících únavové degradační procesy, které ještě nebyly pozorovány u existujících mostů, které jsou na začátku svého životního cyklu.

Description in English
New knowledge on the material properties and reliability of load-bearing bridge structures constructed from stainless steel will be obtained within the framework of the project. The limit states will be analysed using numerical models based primarily on the non-linear finite element method. The input parameters of the computational models will be real material characteristics obtained from experiments and processed into histograms. The lifetime of bridge members will be theoretically investigated using linear fracture mechanics and geometry functions proposed using fatigue experiments in laboratory. The reliability analysis will include statistical, sensitivity and probability analysis. Interesting findings can be expected for very slender members with imperfections that generally can have higher stress, lower resistance and faster fatigue degradation in comparison with carbon steel bars. New findings are expected from laboratory experiments investigating fatigue degradation processes that have not yet been o

Keywords
stavební materiál;korozivzdorná ocel;pevnost;experimentální výzkum;most;stabilita;vzpěr;spolehlivost;životnost;

Key words in English
building material;stainless steel;strength;experimental research;bridge;stability;buckling;reliability;service life;

Mark

20-00761S

Default language

Czech

People responsible

Kala Jiří, prof. Ing., Ph.D. - fellow researcher
Omishore Abayomi, Ing., Ph.D. - fellow researcher
Puklický Libor, Ing., Ph.D. - fellow researcher
Kala Zdeněk, prof. Ing., Ph.D. - principal person responsible

Units

Institute of Structural Mechanics
- co-beneficiary (2020-01-01 - 2022-12-31)

Results

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. p. 1-4. ISBN: 978-80-214-5896-3. ISSN: 1805-8248.
Detail

KLUSÁK, J.; KOZÁKOVÁ, K.; FINTOVÁ, S.; SEITL, S. Fatigue lifetimes of 1.4306 and 1.4307 stainless steels subjected to ultrasonic loading. Procedia Structural Integrity, 2023, vol. 2022, no. 42, p. 1369-1375. ISSN: 2452-3216.
Detail

KALA, Z. From probabilistic to quantile-oriented sensitivity analysis: New indices of design quantiles. Symmetry, 2020, vol. 12, no. 10, p. 1-22. ISSN: 2073-8994.
Detail

PUKLICKÝ, L. The Use of Stainless Steel in Structures: Columns under Compression. In IOP Conference Series: Materials Science and Engineering. IOP Conference Series: Materials Science and Engineering. Praha: IOP Publishing, 2020. p. 1-7. ISSN: 1757-8981.
Detail

JUHÁSZOVÁ, T.; MIARKA, P.; SEITL, S. NON-TRADITIONAL GEOMETRY FOR WEDGE-SPLITTING TEST. Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava, 2021, vol. 21, no. 1, p. 1-5. ISSN: 1213-1962.
Detail

KLUSÁK, J.; KOPP, D. 3D assessment of surface influence on crack initiation in sharp notches under a mixed mode of loading. Theoretical and Applied Fracture Mechanics, 2021, vol. 112, no. 1, p. 1-11. ISSN: 0167-8442.
Detail

KLUSÁK, J.; KOPP, D. The role of the surface in crack initiation in sharp and bi-material notches. 2021.
Detail

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. p. 1065-1072. ISSN: 2452-3216.
Detail

ŠMAK, M.; KUBÍČEK, J.; KALA, J.; PODANÝ, K.; VANĚREK, J. The Influence of Hot-Dip Galvanizing on the Mechanical Properties of High Strength Steels. Materials, 2021, vol. 14, no. 18, p. 1-19. ISSN: 1996-1944.
Detail

TRIANA FERNANDEZ, G.; MIARKA, P.; SEITL, S. Influence of Thickness on the Values of Stress Intensity Factor in Compact Tension Specimen. Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 2021, vol. 21, no. 2, p. 54-59. ISSN: 1804-4824.
Detail

JUHÁSZOVÁ, T.; MIARKA, P.; SEITL, S. ANALYSIS OF STRESS FIELD SHAPE AROUND CRACK TIP OF STAINLESS-STEEL IPE PROFILE. Proceedings of extended abstracts. Ostrava: VŠB-TUO, 2021. p. 8-8. ISBN: 978-80-248-4561-6.
Detail

JINDRA, D.; KALA, Z.; KALA, J. Validation of Stainless-Steel CHS Columns Finite Element Models. Materials, 2021, vol. 14, no. 7, p. 1-25. ISSN: 1996-1944.
Detail

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. p. 1114-1121. ISSN: 2352-1457.
Detail

JINDRA, D.; KALA, Z.; KALA, J. Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations. Journal of Constructional Steel Research, 2021, vol. 188, no. 1, p. 1-14. ISSN: 0143-974X.
Detail

Lopez-Crespo, C., Cruces A., Seitl, S., Moreno, B., Lopez-Crespo, P. Estimation of the Plastic Zone in Fatigue via Micro-Indentation. Materials, 2021, vol. 14, no. 19, p. 1-14. ISSN: 1996-1944.
Detail

NARIMAN, N.; HUŠEK, M.; RAMADAN, A. Surrogate models for the damage responses of a reinforced concrete beam under explosive charges utilizing coupled finite element-stochastic methods. ENGINEERING WITH COMPUTERS, 2022, vol. 1, no. 1, p. 1-21. ISSN: 0177-0667.
Detail

BLASÓN, S.; WERNER, T.; KRUSE, J.; MADIA, M.; MIARKA, P.; SEITL, S.; BENEDETTI, M. Determination of fatigue crack growth in the near-threshold regime using small-scale specimens. Theoretical and Applied Fracture Mechanics, 2022, vol. 118, no. 103224, p. 1-12. ISSN: 0167-8442.
Detail

JINDRA, D.; KALA, Z.; KALA, J. Buckling curves of stainless steel CHS members: Current state and proposed provisions. Journal of Constructional Steel Research, 2022, vol. 198, no. 107521, ISSN: 0143-974X.
Detail

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. p. 170002-1 (170002-4 p.)ISSN: 1551-7616.
Detail

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. p. 1090-1097. ISSN: 2452-3216.
Detail

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. p. 172-177. ISSN: 2452-3216.
Detail

KLUSÁK, J.; KOZÁKOVÁ, K.; JAMBOR, M.; SEITL, S. Fatigue behavior of DIN 1.4307 and DIN 1.4306 stainless steels under high frequency loading. In Materials Structure & Micromechanics of Fracture. Procedia Structural Integrity. Elsevier, 2023. p. 142-147. ISSN: 2452-3216.
Detail

JUHÁSZOVÁ, T.; MIARKA, P.; SEITL, S. Crack Grow Rate Comparison For Different Crack Front Shapes In Stainless-steel IPE 80 Beam. In Structural and Physical Aspects of Construction Engineering 2022 (SPACE 2022) 5th International Scientific Conference. AIP Conference Proceedings. Online: AIP, 2023. ISSN: 1551-7616.
Detail

SEITL, S.; POKORNÝ, P.; BENEŠOVÁ, A.; JUHÁSZOVÁ, T.; KALA, Z. Variance of selected properties from various structural elements made from AISI 304. Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava, 2022, vol. 22, no. 2, p. 39-44. ISSN: 1213-1962.
Detail

SEITL, S.; HORNÍK, V.; LESIUK, G.; KUNZ, L. Influence of Micro-structure of selected components made from AISI 304 on the mechanical properties. In 10th International Conference on Materials Structure and Micromechanics of Fracture, MSMF 2023. Procedia Structural Integrity. Elsevier, 2023. p. 113-118. ISSN: 2452-3216.
Detail

SARKAR, A.; KLUSÁK, J.; KOZÁKOVÁ, K.; CHRIST, H.-J. Very High Cycle Fatigue Behavior of Austenitic Stainless Steel in Annealed and Predeformed Condition. Materials Performance and Characterization, 2023, vol. 12, no. 2, p. 78-92. ISSN: 2379-1365.
Detail

PUKLICKÝ, L. Time-dependent reliability analysis of stainless steel members and bridges. In WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM WMCAUS 2022. AIP conference proceedings. AIP Publishing, 2023. p. 080016-1 (080016-6 p.)ISSN: 0094-243X.
Detail

ALVAREZ MORAN, J.; SEITL, S.; MIARKA, P. NUMERICAL STUDY OF UNIVERSAL BEAM (I SECTION) UNDER BENDING LOAD WITH CRACK. In ENGINEERING MECHANICS 2020 BOOK OF FULL TEXTS. Engineering Mechanics .... online: Brno University of Technology Institute of Solid Mechanics, Mechatronics and Biomechanics, 2021. p. 54-57. ISBN: 978-80-214-5896-3. ISSN: 1805-8248.
Detail

Responsibility: Kala Zdeněk, prof. Ing., Ph.D.