doc. Ing. Stanislav Seitl, Ph.D.

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Gruber K., Szymczyk-Ziołkowska P., Dziuba S., Duda S., Zielonka P., Seitl S., Lesiuk G.: Fatigue crack growth characterization of Inconel 718 after additive manufacturing by laser powder bed fusion and heat treatment. Int. J. Fatigue 166 (2023) 107287

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Seitl S., Pokorný P., Benešová A., Juhászová T., Kala Z.: Variance of selected properties from various structural elements made from AISI 304. Trans. VSB TU Ostrava Ser. 22 (2022) 39-44

Seitl S., Pokorný P., Klusák J., Duda S., Lesiuk G.: Effect of specimen thickness on fatigue crack growth resistance in Paris region in AISI 304 steel. Structural. Integr. 24 (2022) 291-297

Malíková (Šestáková) L., Doubek P., Juhászová T., Klusák J., Seitl S.: Interaction of a fatigue crack and a corrosion dimple in a high-strength steel specimen. Procedia Struct. Integr. 42 (2022) 1082-1089

Klusák J., Kozáková K., Fintová S., Seitl S.: Fatigue lifetimes of 1.4306 and 1.4307 stainless steels subjected to ultrasonic loading. Procedia Struct. Integr. 42 (2022) 1369-1375

Malíková (Šestáková) L., Miarka P., Doubek P., Seitl S.: Influence of the interphase between laser-cladded metal layer and steel substrate on the fatigue propagation of a short edge crack. Frattura ed Integrita Strutturale 59 (2022) 514-524

Seitl S., Benešová A., Blasón Gonzáles S., Miarka P., Klusák J., Bílek V.: Advanced statistical evaluation of fatigue data obtained during the measurement of concrete mixtures with various water-cement ratio. Engineering mechanics 2022 1 (2022) 361-364

Malíková (Šestáková) L., Doubek P., Juhászová T., Seitl S.: Fracture Parameters of a Perpendicular Crack With its Tip Close to a Corrosion Pit. Trans. VSB TU Ostrava Ser. 22 (2022) 30-34

Seitl S., Benešová A., Paredes Pascual Á., Malíková (Šestáková) L., Bujdoš D., Bílek V.: Fatigue and fracture properties of concrete mixtures with various water to cement ratio and maximum size of aggregates. Procedia Struct. Integr. 42 (2022) 1512-1519

Juhászová T., Miarka P., Jindra D., Kala Z., Seitl S.: Comparison of crack propagation rates in selected structural components made from AISI 304 grades: Three-point bending test. Procedia Struct. Integr. 42 (2022) 1090-1097

Doubek P., Malíková (Šestáková) L., Seitl S.: Analysis of the material properties in the vicinity of bi-material interface made by the laser cladded protective layer on the S960. Procedia Struct. Integr. 42 (2022) 1529-1536

Blasón Gonzáles 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. Theor. Appl. Fract. Mech. 118 (2022) 103224

Miarka P., Seitl S., Bílek V., Cifuentes Bulte H.: Assessment of fatigue resistance of concrete: S-N curves to the Paris law curves. Construction and Building Materials 341 (2022) 127811

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Juhászová T., Malíková (Šestáková) L., Doubek P., Miarka P., Seitl S.: Fatigue behaviour of a short crack in a thin protective layer laser-cladded on a steel substrate. Trans. VSB TU Ostrava Ser. 21 (2021) 25-28

Juhászová T., Miarka P., Seitl S.: Non-traditional geometry for wedge-splitting test. Trans. VSB TU Ostrava Ser. 21 (2021) 1-5

Braet L., Juhászová T., Jindra D., Miarka P., Seitl S.: Finding the optimal stress state of a stainless-steel IPE profile for fatigue experiments. Procedia Struct. Integr. 33 (2021) 1065-1072

Malíková (Šestáková) L., Doubek P., Miarka P., Seitl S.: Crack behaviour at the interface of a surface layer applied ona steel substrate by laser cladding. IOP Conference Series: Materials Science and Engineering 1209 (2021) 12049

Seitl S., Andrade Lizarro J., Miarka P.: Mixed Mode I/II Fracture Resistance of Various Civil Engineering Materials by Selected Criteria. Procedia Struct. Integr. 33 (2021) 312-319

Klusák J., Horník V., Lesiuk G., Seitl S.: Comparison of high- and low-frequency fatigue properties of structural steels S355J0 and S355J2. Fatigue Fract. Eng. Mater. Struct. 44 (2021) 3202-3213

Fernandéz G., Miarka P., Seitl S.: Influence of thickness on the values of stress intensity factor in compact tension specimen. Trans. VSB TU Ostrava Ser. 2021 (2021) 54-59

Malíková (Šestáková) L., Miarka P., Doubek P., Seitl S.: Influence of the bi-material interface on the crack propagation through a thin protective layer. Procedia Struct. Integr. 33 (2021) 605-612

Lopez-Crespo C., Cruces A., Seitl S., Moreno B., Lopez-Crespo P.: Estimation of the Plastic Zone in Fatigue via Micro-Indentation. Materials 14 (2021) 5885

Jindra D., Kala Z., Kala J., Seitl S.: Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam. Transportation Research Procedia 55 (2021) 1114-1121

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Seitl S., Miarka P., Rozsypalová I., Pokorná K., Keršner Z., Katzer J., Zarzycki P.: Mechanical fracture properties of concrete with lunar aggregate simulant. MATEC Web Conf. 323 (2020) 01014

Miarka P., Cruces A., Seitl S., Malíková (Šestáková) L., Lopez-Crespo P.: Influence of the constraint effect on the fatigue crack growth rate in S355 J2 steel using digital image correlation. Fatigue Fract. Eng. Mater. Struct. 43 (2020) 1703-1718

Seitl S., Pokorný P., Miarka P., Klusák J., Kala Z., Kunz L.: Comparison of fatigue crack propagation behaviour in two steel grades S235, S355 and a steel from old crane way. MATEC Web Conf. 310 (2020) 34

Miarka P., Cruces A., Seitl S., Malíková (Šestáková) L., Lopez-Crespo P.: Evaluation of the SIF and T-stress values of the Brazilian disc with a central notch by hybrid method . Int. J. Fatigue 135 (2020) 105562

Miarka P., Seitl S., Horňáková M., Lehner P., Konečný P., Sucharda O., Bílek V.: Influence of chlorides on the fracture toughness and fracture resistance under the mixed mode I/II of high-performance concrete . Theor. Appl. Fract. Mech. 110 (2020) 102812

Miarka P., Pan L., Bílek V., Seitl S., Cifuentes Bulte H.: Influence of the chevron notch type on the values of fracture energy evaluated on alkali-activated concrete. Eng. Fract. Mech. 236 (2020) 107209

Seitl S., Miarka P., Bílek V.: Fatigue and fracture mechanical properties of selected concrete for subtle precast structural elements. MATEC Web Conf. 310 (2020) 33

Lehner P., Pařenica P., Krejsa M., Křivý V., Brožovský J., Seitl S., Kala Z.: The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction. MATEC Web Conf. 310 (2020) 16

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Ríos J., Leiva C., Ariza M., Seitl S., Cifuentes Bulte H.: Analysis of the tensile fracture properties of ultra-high-strength fiber-reinforced concrete with different types of steel fibers by X-ray tomography. Mater. & Design 165 (2019) 107582

Miarka P., Seitl S., De Corte W.: Notch tip displacements of the concrete Brazilian disc test with central notch analysed by the concrete damaged plasticity model. Theor. Appl. Fract. Mech. 102 (2019) 122-150

Seitl S., Miarka P., Šimonová H., Frantík P., Keršner Z., Domski J., Katzer J.: Change of Fatigue and Mechanical Fracture Properties of a Cement Composite due to Partial Replacement of Aggregate by Red Ceramic Waste. PERIODICA POLYTECHNICA-CIVIL ENGINEERING 63 (2019) 152-159

Krejsa M., Koktan J., Janas P., Brožovský J., Seitl S., Kala Z., Krejsa V.: Parallelization in DOProC method and its using in probabilistic modelling of fatigue problems. AIP Conference Proceedings 2116 (2019) 120007

Seitl S., Růžička V., Miarka P., Sobek J.: ANALYSIS OF VARIOUS CHEVRON NOTCH TYPES AND ITS INFLUENCE ON THE LIGAMENT AREA. Trans. VSB TU Ostrava Ser. 19 (2019) 28-34

Seitl S., Miarka P., Růžička V., Malíková (Šestáková) L., Cruces A., Lopez-Crespo P.: Approximation of the crack-tip field in fatigue cracks in bridge steel specimens: DIC analysis of different constraint levels. Frattura ed Integrita Strutturale 49 (2019) 97-106

Klusák J., Seitl S.: Very high cycle fatigue tests of high strength steels S355 J0 and S355 J2. Procedia Struct. Integr. 17 (2019) 576-581

Ríos J., Cifuentes Bulte H., Leiva C., Seitl S.: Analysis of the mechanical and fracture behavior of heated ultra-high-performance fiber-reinforced concrete by X-ray computed tomography. Cement and Concrete Research 119 (2019) 77-88

Miarka P., Seitl S., Bílek V.: Mixed-mode fracture analysis in high-performance concrete using a Brazilian disc test. Mater. Technol. 53 (2019) 233-238

Kala Z., Omishore A., Seitl S., Krejsa M., Kala J.: Identification of variation coefficient of equivalent stress range of steel girders with cracks. Int. J. Mechanics 13 (2019) 69-78

Seitl S., Miarka P., Pokorný P., Fintová S., Kunz L.: COMPARISON OF MECHANICAL PROPERTIES OF OLD STEEL FROM TRUSS CRANE RUNWAY WITH S235 AND S355 GRADES. Trans. VSB TU Ostrava Ser. 19 (2019) 56-60

Seitl S., Miarka P., Pokorný P., Klusák J.: Influence of corrosion on fatigue behaviour of old crane runway steel. J. Strain Anal. for Engin. Design 54 (2019) 416-423

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Seitl S., Miarka P., Merta I., Keršner Z.: Numerical Stress Analysis of the Biaxial Tension-Compression Wedge-Splitting Test in Vicinity of the Crack Tip. Key Eng. Mater. 784 (2018) 85-90

Seitl S., Malíková (Šestáková) L., Růžička V., Moreno B., Lopez-Crespo P.: Williams' expansion-based approximation of the displacement field in an Al 2024 compact tension specimen reconstructed from optical measurements. Fatigue Fract. Eng. Mater. Struct. 41 (2018) 2187-2196

Seitl S., Miarka P., Bílek V.: The Mixed-Mode Fracture Resistance of C 50/60 and its Suitability for Use in Precast Elements as Determined by the Brazilian Disc Test and Three-Point Bending Specimens. Theor. Appl. Fract. Mech. 97 (2018) 108-119

Miarka P., Seitl S., Bílek V.: Comparison of Fracture Resistance of the Normal and High Strength Concrete Evaluated by Brazilian Disc Test. Proceedings 2 (2018) 1-6

Seitl S., Miarka P., Kala Z.: Geometry functions for edge cracks in steel bridge under three- and four- point bending with various span. Trans. VSB TU Ostrava Ser. 18 (2018) 44-49

Seitl S., Miarka P., Klusák J., Fintová S., Kunz L.: Comparison of the Fatigue Crack Propagation Rates in S355 J0 and S355 J2 Steel Grades. Key Eng. Mater. 784 (2018) 91-96

Seitl S., Miarka P., Pokorný P., Fintová S., Klusák J.: Influence of Micro-Structure on the Fatigue Crack Propagation in Bridge Steel. Proceedings 2 (2018) 1-6

Seitl S., Miarka P., Klusák J., Kala Z., Krejsa M., Blasón Gonzáles S., Canteli A.: Evaluation of fatigue properties of S355 J0 steel using ProFatigue and ProPagation software. Procedia Struct. Integr. 13 (2018) 1494-1501

Krejsa M., Brožovský J., Lehner P., Seitl S., Kala Z.: Stochastic analysis for short edge cracks under selected loads. AIP Conference Proceedings 1978 (2018) 150006-1-150006-4

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Malíková (Šestáková) L., Seitl S.: Application of the Williams Expansion near a Bi-Material Interface. Key Engineering Materials 754 (2017) 206-209

Seitl S., Ríos J., Cifuentes Bulte H.: Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Frattura ed Integrita Strutturale 42 (2017) 67-76

De Corte W., Helincks P., Boel V., Klusák J., Seitl S., De Schutter G.: Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel-concrete joint. Frattura ed Integrita Strutturale 42 (2017) 147-160

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Veselý V., Bedáň J., Sobek J., Seitl S.: Work of fracture due to compressive component of loading in wedge splitting test on quasi-brittle cementitious specimens. Key Eng. Mater. 627 (2015) 317-320

Veselý V., Sobek J., Tesař D., Frantík P., Pail T., Seitl S.: Multi-parameter approximation of stress field in a cracked specimen using purpose-built Java applications. Frattura ed Integrita Strutturale 33 (2015) 120-133

Seitl S., Merta I., Veselý V.: Wedge splitting test of foam concrete specimens: Calibration curves. Key Eng. Mater. 627 (2015) 281-284

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Seitl S., Bermejo R., Sobek J., Veselý V.: Two Parameter Description of Crack Tip Stress Fields for Wedge Splitting Test Specimen: Influence of Wedge Angle. Adv. Mater. Res. 969 (2014) 345-350

Seitl S., Klusák J., Fernández P., Canteli A.: Thermographic determination methodology: Application on fatigue limit of AL 2024 for R=-1. Key Eng. Mater. 577-578 (2014) 477-480

Holušová T., Seitl S., Fernández-Canteli A.: Comparison of fracture energy values obtained from 3PB, WST and CT test configurations. Adv. Mater. Res. 969 (2014) 89-92

Seitl S., Nieto B., Merta I.: Wedge splitting test method: Quantifi-cation of influence of blues marble plates by two-parameter fracture mechanics. Frattura ed Integrita Strutturale 30 (2014) 174-181

Seitl S., Klusák J., Fernández P., Canteli A.: Evaluation of conventional Al 2024 fatigue limit in fatigue test using thermographic measurement: Effect of frequency. Adv. Mater. Res. 891-892 (2014) 1308-1313

Fernández-Canteli A., Castanón L., Nieto B., Lozano M., Holušová T., Seitl S.: Determining fracture energy parameters of concrete from the modified compact tension test. Frattura ed Integrita Strutturale 30 (2014) 383-393

Seitl S., Bílek V., Keršner Z.: Comparison of Fatigue parameters of Alkali-Activated and ordinaly portland cement based concretes. Int. J. Res. Eng. Technol. 3 (2014) 203-208

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Klusák J., Helincks P., Seitl S., De Corte W., Boel V., De Schutter G.: The influence of the epoxy interlayer on the assessment of failure conditions of push-out test specimens. Key Eng. Mater. 525-526 (2013) 61-64

Ševčík M., Hutař P., Náhlík L., Seitl S.: The effect of constraint level on a crack path. Engineering Failure Analysis. Eng. Fail. Anal. 29 (2013) 83-92

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Klusák J., Seitl S., De Corte W., Helincks P., Boel V., De Schutter G.: Failure conditions from push out tests of a steel-concrete joint: fracture mechanics approach. Key Eng. Mater. 488-489 (2012) 710-713

Řoutil L., Veselý V., Seitl S.: Fracture analysis of cube- and cylinder - shaped WST specimen made of cementitious composites with various characteristic length. Key Eng. Mater. 488-489 (2012) 533-536

Helincks P., De Corte W., Klusák J., Seitl S., Boel V., De Schutter G.: Failure conditions from push-out tests of a steel-concrete joint: experimental results. Key Eng. Mater. 488-489 (2012) 714-717

Šimonová H., Keršner Z., Seitl S., Pryl D., Pukl R.: Correction of fatigue parameters of concrete using approximation of mechanical-Fracture parameters in time. Concrete 1 (2012) 57-59

Veselý V., Šestáková L., Seitl S.: Influence of boundary conditions on Higher order terms of near-crack-tip stress field in a WST specimen. Key Eng. Mater. 488-489 (2012) 399-402

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Veselý V., Řoutil L., Seitl S.: Wedge-Splitting Test - Determination of Minimal Starting Notch Length for Various Cement Based Composites. Part I: Cohesive Crack Modelling. Key Eng. Mater. 452-453 (2011) 77-80

Seitl S., Fernández-Zúniga D., Fernández-Canteli A.: Using a tensor model for analyzing some aspects of mode-II loading. Appl. Comput. Mech. 5 (2011) 55-66

Seitl S., Veselý V., Řoutil L.: Two-parameter fracture mechanical analysis of a near-crack-tip stress field in wedge splitting test specimens. Computers & Structures 89 (2011) 1852-1858

Hutař P., Náhlík L., Ševčík M., Seitl S., Kruml T., Polák J.: Fatigue crack propagation rate in EUROFER 97 estimated using small specimens. Key Eng. Mater. 452-453 (2011) 325-328

Seitl S., Klusák J., Veselý V., Řoutil L.: Wedge-Splitting Test - Determination of Minimal Starting Notch Length for Various Cement Based Composites Part II: Crack and Notch Fracture Mechanics Approaches. Key Eng. Mater. 452-453 (2011) 81-84

Pryl D., Pukl R., Seitl S., Keršner Z.: Poškozování betonu cyklickým tahovým zatížením - experiment a model/ Damage of concrete under cyclic tensile load - experiment and model. Beton 2 (2011) 48-51

Kruml T., Hutař P., Náhlík L., Seitl S., Polák J.: Fatigue cracks in Eurofer 97 steel: Part II. Comparison of small and long fatigue crack growth. J. Nucl. Mater. 412 (2011) 7-12