Institute of Physics of Materials AS CR, v. v. i. > People > Seitl Stanislav

doc. Ing. Stanislav Seitl, Ph.D.

Room107
Phone number+420 532 290 361
E-mail[javascript protected email address]
Researcher IDG-8592-2014
Positionresearcher - High Cycle Fatigue Group, researcher - Advanced Metallic Materials and Metal Based Composites

Personal information
  • 1993-1998 Master Studies
    Brno University of Technology, Faculty of Mechanical Engineering
  • 1999-2003 Postgraduate Studies
    Brno University of Technology, Faculty of Mechanical Engineering
  • Since 2003 IPM AS CR
    Institute of Physics of Materials AS ČR
  • 2010-2012 FME BUT
    External Lecturer, Faculty of Mechanical Engineering, Brno University of Technology
  • Since 2010 FCE BUT
    External Lecturer, Faculty of Civil Engineering, Brno University of Technology

  • Scientific interest
    Fatigue of materials and lifetime estimation, Two-parameter fracture mechanics, Numerical modelling and calculations of fracture-mechanics parameters


    2019

    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

    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

    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

    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

    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

    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



    2018

    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

    Seitl S., Miarka P., Kala Z.: Geometry functions for edge cracks in steel bridge under three- and four- point bending with various span. TRANSACTIONS OF VSB - TECHNICAL UNIVERSITY OF OSTRAVA CIVIL ENGINEERING SERIES 18 (2018) 44-49

    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

    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

    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., 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., 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

    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., 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



    2017

    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



    2015

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

    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



    2014

    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., 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

    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

    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., 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

    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

    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



    2013

    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

    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



    2012

    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

    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

    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

    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

    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



    2011

    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

    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

    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

    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

    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., 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

    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

    Number of ProjectName
    CZ.01.1.02/0.0/0.0/15_019/0004505 Complex design of girders from advanced concretes
    17-01589S Advanced computational and probabilistic modelling of steel structures taking account fatigue damage
    7AMB1-4AT012 Development of new testing configurations for determination of relevant values of fracture characteristics of cementitious composites (DeTeCon)
    M100411204 Utilization of termographic techniques and advance probabilistic method for the efficient estimation of Wöhler curve parameters
    P105/11/0466 Energetic and stress state aspects of quasi-brittle fracture – consequences for determination of fracture-mechanical parameters of silicate composites
    P104/11/0833 Response of cement based composites to fatigue loading: advanced numerical modeling and testing
    M100410901 Fracture mechanics description of three dimensional structures: numerical analysis and physical consequences of constraint
    KJB200410901 Fracture of silicate based composites studied on core drilled specimens – numerical-modeling background for advanced fracture parameters determination
    101/08/1623 Innovative techniques for assessment of residual life of bodies with fatigue
    103/08/0963 Basic fatigue characteristic and fracture of advanced building materials
    101/04/P001 The influence of constraint on threshold values of the stress intensity factor