Institute of Physics of Materials AS CR, v. v. i. > Projects > Advanced computational and probabilistic modelling of steel structures taking account fatigue damage

Advanced computational and probabilistic modelling of steel structures taking account fatigue damage

Investigatordoc. Ing. Stanislav Seitl, Ph.D.
Number of Project17-01589S
AgencyGrantová agentura České republiky
Duration2016-12-31 - 2019-12-30

Anotace
The aim of the project is developed reliable, theoretically based simulation tools for time-dependent analysis of the failure probability of members of load bearing steel structures exposed to repeated loading. The phenomena of fatigue damage of steel elements will be examined using experiments and computer simulations. Analysis of existing computer models will be performed. New computer models and numerical methods for time dependent reliability analysis of steel structures will be developed and effectively implemented. In contrast to commonly used ad-hoc approaches to solving problems of the service life of existing structures, the uniqueness of the proposed project lies in the merging of all named aspects into an integrated framework.

2021

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


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

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


2019

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

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

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

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

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


2018

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

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., 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

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., 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., 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