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Abstract

The safety of the masonry structure is determined by the value of the partial factor used, which is influenced by many factors. The variability of these factors determines obtaining significant differences in the load levels of various masonry structures. Hence, the analysis of masonry structures should be carried out taking into account a sufficient range of variability of factors affecting its safety. The article presents a multi-stage safety analysis of an exemplary brick masonry column. For the construction, the relationship between partial factors used for interactions in different configurations and factors for the masonry compressive strength was examined. The analyses consisted in determining the reliability index beta with the Monte Carlo method. The article presents the results of experimental tests carried out on a real construction, as well as the results of FEM numerical simulations.
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Authors and Affiliations

Joanna Zięba
1
ORCID: ORCID
Lidia Buda-Ożóg
2
ORCID: ORCID
Izabela Skrzypczak
3
ORCID: ORCID

  1. MSc., Eng., Rzeszow University of Technology, Faculty of Civil Engineering, Department of Building Structures, Poznańska 2, Rzeszów 35-084, Poland
  2. DSc., PhD., Eng., Rzeszow University of Technology, Faculty of Civil Engineering, Department of Building Structures, Poznańska 2, Rzeszów 35-084, Poland
  3. DSc., PhD., Eng., Rzeszow University of Technology, Faculty of Civil Engineering, Department of Geodesy and Geotechnics, Poznańska 2, Rzeszów, 35-084, Poland
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Abstract

Studies of the Quaternary evolution of the Hornsund Region in Spitsbergen focused in nine key areas, in which detailed fieldworks with mapping and sampling to radiocarbon and thermoluminescence analyses have been done. Glacial history of the Hornsund Region is known from the Torellkjegla (Holsteinian) Interglacial up to the recent times. The Wedel Jarlsberg Land (Saalian) Glaciation was the most widespread in this part of Spitsbergen and consisted of two stades(?). It was followed by considerable glacier retreat during the Bogstranda (Eemian) Interglacial, the latter being represented by development of soils. Four glacier advances (the two younger ones are the Lisbetdalen and the Slaklidalen stages) occurred during the Sörkapp Land (Vistulian) Glaciation. Three glacier advances (Gronfjorden and Revdalen stages, followed by the Little Ice Age) were recognized for the Holocene. The oldest and highest (although somewhat questionable) raised marine beaches come presumably from the Wedel Jarlsberg Land Glaciation. The beaches 80-100 m a.s.l. were formed during the Bogstranda (Eemian) Interglacial. The beaches 20-60 m a.s.l. are correlated with the Sórkapp Land Glaciation. All the lower marine beaches were formed during the Holocene.

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Authors and Affiliations

Leszek Lindner
Leszek Marks
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Abstract

The idea that everyone should accept the terms of a contract, provided that others do so, is the core normative idea of John Rawls’s doctrine of social justice, presented in his major books: A Theory of Justice and Political Liberalism. In the present paper I argue that the principle of reciprocity makes it possible for Rawls to intertwine coherently two competing thought streams in the liberal tradition – the first one focusing on economic equality and the second one rooted in liberty. The idea of reciprocity adopted with the intention of satisfying the ideal of reasonableness in a well‑ordered society is the foundation of a genuine acceptance of the political conception of justice and of the civic ties and civic friendship. However, the historical and cultural analysis supports the conclusion that the Rawls’s project is buttressed by multigenerational experience of the discipline and ethos of the free market economy, which has not been openly endorsed by Rawls. Without support from such experience social solidarity within ethically neutral institutions would be hard to achieve unless it is expressed in terms of communitarian, patriotic or religious values.
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Bibliography

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Authors and Affiliations

Dariusz Dańkowski SJ
1
ORCID: ORCID

  1. Akademia Ignatianum w Krakowie, ul. Kopernika 26, 31‑501 Kraków
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Abstract

In this paper, the authors present methods for designing of non-circular gears, including internal and external gears with spur or helical teeth. Technology related issues that determine tooth profile calculation algorithm are described. The results presented in this paper can become groundwork for further investigations of other particular properties of non-circular gears, similar to investigations of spur, helical and bevel gears. Examples of such properties include kinematics and application of special purpose gears or issues related to strength, dynamics, tribology, etc.

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Authors and Affiliations

Igor Zarębski
Tadeusz Sałaciński
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Abstract

A numerical analysis of the initially clamped bolt joint subject to the working pressure is presented in the paper. Special, hexahedral 21- and 28-node isoparametric finite elements have been employed to model the contact zone. In this model, one takes into account loading due to the working pressure in the gap between the gasket and the flange arising as an effect of the progressing joint opening, what has not been considered in recent papers. Nonlinear stiffness characteristics of the bolt and the flange with the gasket are developed. Working pressure corresponding to the critical bolt force resulting in the joint leakage (complete opening between the gasket and the flange) is determined. FE computational results are compared with the available experimental results. The numerical results are presented using the authors' own graphical postprocessor.

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Authors and Affiliations

Bartłomiej Żyliński
Ryszard Buczkowski

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