Pavol Lengvarský

Dr. Pavol Lengvarský

orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2019 in Mechanical Systems and Signal Processing
Verified
Journal Article
Closed access
RHRóbert Huňady
Róbert Huňady
PPPeter Pavelka
Peter Pavelka
PLPavol Lengvarský
Pavol Lengvarský

1 April 2019 in Measurement
Verified
Journal Article
Closed access
MHMartin Hagara
Martin Hagara
FTFrantišek Trebuňa
František Trebuňa
MPMiroslav Pástor
Miroslav Pástor
RHRóbert Huňady
Róbert Huňady
PLPavol Lengvarský
Pavol Lengvarský

1 December 2020 in Engineering Failure Analysis
Verified
Journal Article
Closed access
MPMiroslav Pástor
Miroslav Pástor
PLPavol Lengvarský
Pavol Lengvarský
FTFrantišek Trebuňa
František Trebuňa
PČPeter Čarák
Peter Čarák

26 October 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
MPMiroslav Pástor
Miroslav Pástor
JZJozef Zivcak
Jozef Zivcak
MPMichal Puskar
Michal Puskar
PLPavol Lengvarský
Pavol Lengvarský
IKIvana Klačková
Ivana Klačková
In the automotive industry, 3D laser scanning is the most frequently used method to check the geometry of the shape and dimensions of a body in individual stages of production, where the scanned model is compared in a computer model. This procedure identifies excessive deformations around the roof antenna of an SUV. The manufacturer assumed that these deformations occurred during the antenna assembly process. An analysis of possible causes of deformation occurrence was performed based on the comparison of results obtained by numerical and experimental modelling. Experimental measurements using tensometry performed on a painted and unpainted roof structure showed the effect of paint reinforcement on deformations around the antenna. Based on the analysis of results obtained directly under operational load, it was found that the installation of the antenna was carried out on the already deformed roof plate and the installation process itself was not the primary cause of the identified excessive deformations. The presented results of deformation and stress analysis document deeper connections between the measured displacements of 3D scanning and the technological process of component production itself. The use of the achieved results should especially help designers, calculators, technologists as well as production quality controllers.

23 April 2017 in Journal of Mechanical Science and Technology
Verified
Journal Article
Closed access
PDF file
JBJozef Bocko
Jozef Bocko
PLPavol Lengvarský
Pavol Lengvarský

17 November 2020 in Materials
Verified
Journal Article
Open access
PDF file
MPMiroslav Pástor
Miroslav Pástor
JBJozef Bocko
Jozef Bocko
PLPavol Lengvarský
Pavol Lengvarský
PSPeter Sivák
Peter Sivák
PŠPatrik Šarga
Patrik Šarga
Technological units of water reservoirs and power plants include sluice gates which are designed to completely seal the inflow or outflow of water in supply or discharge channels. This article describes the issue of technical assessment of a sluice gate made in the 1950s. Such structures are characterised by states of significant corrosive wear, permanent deformations of contact and sealing surfaces as well as increased levels of residual stresses. In such cases, it is difficult to determine service life using only numerical modelling methods, mainly due to problematic definition of material properties and boundary conditions. Therefore, for safety assessment, it is necessary to verify these facts experimentally. This article presents the procedure for assessing safe operation of the sluice gate on which places with permanent deformation and a broken part of the guide wheel flange were identified. By means of numerical modelling, we identified critical stress values at the locations of reinforcing elements, which were modified, and the stress values were reduced by about 15%. The results of numerical modelling were verified at select locations by experimental measurements during operation using strain gauges. The maximum values of operational normal stresses in the assessed places reached about 27 MPa. Based on the comparison of obtained results and taking into account values of residual stresses reaching up to 190 MPa made by shielded metal arc welding, it can be stated that, for safe operation of the sluice gate, it is necessary to follow the proposed procedure during its lowering and to modify the reinforcing elements structurally.