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Zdjęcie profilowe: mgr inż. Paweł Pieczka

mgr inż. Paweł Pieczka

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Rok 2024
  • Rotational stiffness of a connection made using a single prestressed bolt
    Publikacja

    The often overlooked rotational stiffness of connections utilizing a single prestressed bolt leads to the common assumption of treating such connections as pinned or even modeling them as rigid. Nevertheless, considering the friction between interconnected elements, it is evident that the actual rotational stiffness lies between these simplified assumptions. This study is dedicated to quantifying this stiffness and addressing the...

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Rok 2022
  • Numerical analysis on axial capacity of steel built-up battened columns

    This paper deals with the numerical analysis aimed at study the bearing capacity of pinended steel built-up columns under axial compression. Finite element (FE) models were performed for the columns presented in the literature. The main problem discussed in the article is the shape and magnitude of geometric imperfections introduced into the numerical FE model, necessary to obtain the load capacity consistent with the experimental...

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Rok 2021
  • Axial capacity of steel built-up battened columns
    Publikacja

    - Rok 2021

    This paper deals with the numerical investigation aimed to study the axial capacity of pin-ended steel built-up columns. Three methods of calculating forces in chords and batten, taking into account the material and geometric imperfections specified in the Eurocode 3 are considered. The aim of this study was to compare different methods allowing the calculation of the column load capacity and determine a simpler and faster method...

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