THEORETICAL STUDIES OF THE STRUCTURAL COMPATIBILITY OF THE MATERIALS OF THE OLD AND NEW CONCRETES DURING REPAIR OF TRANSPORT FACILITIES

Authors

DOI:

https://doi.org/10.15802/stp2006/18746

Keywords:

finite-element analysis, ANSYS software, old concrete and repair material, transport constructions

Abstract

The article considers application of the finite-element analysis method of the ANSYS software for solution of tasks related to structural compatibility of the materials in the basis of a building structure – the old concrete and repair material vs. the new concrete with the purpose of theoretical substantiation of the coupling processes in repair of transport constructions.

Author Biography

O. V. Hromova, Dnipropetrovsk national University of railway transport named after academician V.Lazaryan

O. V. Hromova

Downloads

Published

2006-09-25

How to Cite

Hromova, O. V. (2006). THEORETICAL STUDIES OF THE STRUCTURAL COMPATIBILITY OF THE MATERIALS OF THE OLD AND NEW CONCRETES DURING REPAIR OF TRANSPORT FACILITIES. Science and Transport Progress, (12), 165–169. https://doi.org/10.15802/stp2006/18746

Issue

No. 12 (2006): ISSUE 12

Section

TRANSPORT CONSTRUCTION

License

Copyright and Licensing

This journal provides open access to all of its content.
As such, copyright for articles published in this journal is retained by the authors, under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0). The CC BY license permits commercial and non-commercial reuse. Such access is associated with increased readership and increased citation of an author's work. For more information on this approach, see the Public Knowledge Project, the Directory of Open Access Journals, or the Budapest Open Access Initiative.

The CC BY 4.0 license allows users to copy, distribute and adapt the work in any way, provided that they properly point to the author. Therefore, the editorial board of the journal does not prevent from placing published materials in third-party repositories. In order to protect manuscripts from misappropriation by unscrupulous authors, reference should be made to the original version of the work.