Ústav fyziky materiálů AV ČR, v. v. i. > Institute of Physics of Materials > Publications

2023

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



2022

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

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

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



2021

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

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

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

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

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

Malíková (Šestáková) L., Miarka P., Kucharczyková B., Šimonová H.: Williams expansion utilized for assessment of crack behaviour under mixed-mode loading in alkali-activated fine-grained composite. Fatigue Fract. Eng. Mater. Struct. 44 (2021) 1151-1161

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

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

Klusák J., Kopp D.: 3D assessment of surface influence on crack initiation in sharp notches under a mixed mode of loading. Theor. Appl. Fract. Mech. 112 (2021) 102920

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



2020

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

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

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., 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

Jambor M., Trško L., Klusák J., Fintová S., Kajánek D., Nový F., Bokůvka O.: Effect of Severe Shot Peening on the Very-High Cycle Notch Fatigue of an AW 7075 Alloy. Metals 10 (2020) 1262

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

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

Vyhlídal M., Klusák J.: A crack approaching the edge of the aggregate. Trans. VSB TU Ostrava Ser. 20 (2020) 47-52

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



2019

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., 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

Profant T., Hrstka M., Klusák J.: An asymptotic analysis of crack initiation from an interfacial zone surrounding the circular inclusion. Composite Struct. 208 (2019) 479-497

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

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

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

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

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

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., 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., Krepl O., Profant T.: An easy and engineering stability criterion of general singular stress concentrators. Theor. Appl. Fract. Mech. 104 (2019) 102341

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

Profant T., Hrstka M., Klusák J.: Microcrack interaction with circular inclusion and interfacial zone. Frattura ed Integrita Strutturale 48 (2019) 503-512

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

Krepl O., Klusák J.: Multi-parameter failure assessment of a bi-material V-notch-Crack initiation from a free-edge singularity. Theor. Appl. Fract. Mech. 100 (2019) 233-241

Vyhlídal M., Klusák J.: The influence of polygonal cavity on fracture behaviour of concrete. Procedia Struct. Integr. 17 (2019) 690-697



2018

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

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

Krepl O., Klusák J.: Multi-parameter average strain energy density factor criterion applied on the sharp material inclusion problem. Procedia Struct. Integr. 13 (2018) 1279-1284

Malíková (Šestáková) L., Klusák J.: Multi-Parameter Fracture Mechanics: Crack Approaching a Bi-Material Interface. Key Eng. Mater. 784 (2018) 79-84

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

Malíková (Šestáková) L., Klusák J.: Influence of the Interfacial Transition Zone on crack behavior in a matrix/aggregate system. Procedia Struct. Integr. 13 (2018) 1798-1803

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., 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

Klusák J., Krepl O.: Multi-parameter average strain energy density factor criterion applied on the bi-material notch problem. Procedia Struct. Integr. 13 (2018) 1261-1266

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

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



2017

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

Krepl O., Klusák J.: The influence of non-singular terms on the precision of stress description near a sharp material inclusion tip. Theor. Appl. Fract. Mech. 90 (2017) 85-99

Malíková (Šestáková) L., Klusák J., Keršner Z.: Assessment of Crack Stability in a Quasi-brittle Particle Composite. Procedia Eng. 190 (2017) 49-53

Krepl O., Klusák J.: Crack onset assessment near the sharp material inclusion tip by means of modified maximum tangential stress criterion. Frattura ed Integrita Strutturale 42 (2017) 66-73

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

Šimonová H., Vyhlídal M., Kucharczyková B., Bayer P., Keršner Z., Malíková (Šestáková) L., Klusák J.: Modelling of interfacial transition zone effect on resistance to crack propagation in fine-grained cement-based composites. Frattura ed Integrita Strutturale 41 (2017) 211-219



2016

Krepl O., Klusák J., Profant T.: Analytical-Numerical Determination of Stress Distribution around a Tip of Polygon-Like Inclusion. Key Eng. Mater. 713 (2016) 94-98

Krepl O., Klusák J.: Reconstruction of a 2D stress field around the tip of a sharp material inclusion. Procedia Struct. Integr. 2 (2016) 1920-1927

Klusák J., Krepl O., Profant T.: Behaviour of a crack in a corner or at a tip of a polygon-like particle. Procedia Struct. Integr. 2 (2016) 1912-1919



2015

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

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

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



2014

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

Klusák J., Kopp D., Profant T.: Bi-material notches under various normal-shear loading modes. Key Eng. Mater. 577-578 (2014) 361-364

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

Klusák J., Hrstka M., Profant T., Krepl O., Ševeček O., Kotoul M.: The influence of the first non-singular stress terms on crack initiation direction in an orthotropic bi-material plate. Theor. Appl. Fract. Mech. 71 (2014) 67-75

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

Profant T., Klusák J., Ševeček O., Kotoul M., Hrstka M., Marcián P.: An effect of the first non-singular term of the Williams asymptotic expansion to the stability of the bi-material orthotropic notch. Key Eng. Mater. 592-593 (2014) 745-748

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., 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



2013

Helincks P., De Corte W., Klusák J., Boel V., De Schutter G.: Experimental investigation of the influence of the bond conditions on the shear bond strength between steel and self- compacting concrete using push-out tests. Key Eng. Mater. 525-526 (2013) 205-208

Klusák J., Profant T., Knésl Z., Kotoul M.: The influence of discontinuity and orthotropy of fracture toughness on conditions of fracture initiation in singular stress concentrators. Eng. Fract. Mech. 110 (2013) 438-447

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

Profant T., Klusák J., Ševeček O., Hrstka M., Kotoul M.: An energetic criterion for a micro-crack of finite length initiated in orthotropic bi-material notches. Eng. Fract. Mech. 110 (2013) 396-409

Profant T., Klusák J., Ševeček O., Kotoul M.: On the direction of a crack initiated from an orthotropic bi-material notch composed of materials with non-uniform fracture mechanics properties. Key Eng. Mater. 525-526 (2013) 545-548

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



2012

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

Klusák J., Profant T., Kotoul M.: Conditions for crack initiation in an orthotropic bi-material notch. Mech. Adv. Mat. Struct. 19 (2012) 302-307

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

Klusák J., Profant T., Ševeček O., Kotoul M.: Crack propagation from bi-material notches - matched asymptotic procedure. Key Eng. Mater. 488-489 (2012) 416-419

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

Korbel J., Zant N., Klusák J., Knésl Z.: Fracture analysis of epoxy-aluminum spacers exposed to pressure loads. Theor. Appl. Fract. Mech. 64 (2012) 244-247

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

Kunz L., Lukáš P., Klusák J.: Fatigue Strength of Weathering Steel. Mater. Sci. 18 (2012) 18-22

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

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

Profant T., Klusák J., Kotoul M.: On the Crack Initiated From the Bi-material Notch Tip. Key Eng. Mater. 452-453 (2011) 441-444

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., 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

Profant T., Klusák J., Kotoul M.: Case Criterion of Crack Onset in Orthotropic Bi-material Notches. Key Eng. Mater. 465 (2011) 157-160

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., 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

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

Klusák J., Knésl Z.: Case Study of Crack Initiation from Bi-material Notches. Key Eng. Mater. 452-453 (2011) 449

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



2010

Klusák J., Knésl Z.: Reliability assessment of a bi-material notch: Strain energy density factor approach. Theor. Appl. Fract. Mech. 53 (2010) 89-93

Klusák J., Profant T., Kotoul M.: Determination of the threshold values of orthotropic bi-material notches. Procedia Eng. 2 (2010) 1635-1642



2007

Klusák J., Knésl Z.: Determination of crack initiation direction from a bi-material notch based on the strain energy density concept. Comp. Mater. Sci. 39 (2007) 214-218