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Abstract

In pursuing numerous construction projects, investors and contractors regularly face construction delay problems, many of which are likely to have been avoidable. There is found that payment delays and project delays are the two most critical effects of risk factors of construction management. The paper presents the practical application of the Earned Value Management method, which was used to estimate the possible extension of the duration of construction works during which realization disturbances occurred on the example of selected construction investment. The realization disturbances are usually an inseparable element in the implementation of construction works. They are the result of, among others: additional works, changes or design defects, as well as a badly adopted logistics strategy regarding the supply of construction materials. Delays or increasing the total cost of investment is a problem often encountered in the implementation of construction investments, despite advanced construction technologies, including system technologies and proven tools supporting the management of the construction process. The EVM method is used to control investments. It allows you to control delays and acceleration of construction works as well as to estimate their cost and completion date. In the analyzed case it was used to determine the scale of delays arising in construction works and related effects with the specification of the participation of individual participants of the investment process for delays. This paper is a continuation and supplementation of the research presented in the article: “The influence of construction works disturbances on the EVM analysis outcomes – case study” [23].
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Bibliography


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[13] L. Song, “Earned Value Management: A Global Cross-Industry Perspective on Current EVM Practice”. PMI 2010.
[14] S.T. Matarneha, M. Danso-Amoako, S.T. Matarneh, S. Al-Bizri, M. Gaterell, and R. Matarneh, “Building information modeling for facilities management: A literature review and future research directions”, Journal of Building Engineering, 24 (2019). https://doi.org/10.1016/j.jobe.2019.100755
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[16] A. Miguel, W. Madria, and R. Polancos, “Project Management Model: Integrating Earned Schedule, Quality, and Risk in Earned Value Management”, 6th International Conference on Industrial Engineering and Applications (ICIEA), Tokyo, Japan, 2019, pp. 622–628
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[23] A. Starczyk-Kołbyk, and L. Kruszka, “The influence of construction works disturbances on the EVM analysis outcomes – case study”, Archives of Civil Engineering, LXVI (2020), pp. 161–177. https://doi.org/10.24425/ace.2020.131781
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Authors and Affiliations

Anna Starczyk-Kołbyk
1
ORCID: ORCID
Leopold Kruszka
2
ORCID: ORCID

  1. Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00–908 Warsaw, Poland
  2. Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2,00–908 Warsaw, Poland
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Abstract

This paper reports on efficient experimental and numerical techniques used in the design of critical infrastructure requiring special protection measures regarding security and safety. The presented results, some of which have already been reported in [1], were obtained from perforation experiments carried out on S235 steel sheets subjected to impacts characterized as moderate velocity (approximately 40–120 m/s). The metal was tested using the Hopkinson Bar Technique and pneumatic gun. The originality of perforation testing consist on using a thermal chamber designed to carry out experiments at higher temperatures. 3D scanners and numerically controlled measuring devices were used for the final shape deformation measurements. Finally, the results of FEM analysis obtained using explicit solver are presented. The full-scale CAD model was used in numeric calculations.
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Bibliography


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Authors and Affiliations

Maciej Klosak
1
ORCID: ORCID
Michał Grazka
2
ORCID: ORCID
Leopold Kruszka
3
ORCID: ORCID
Wojciech Mocko
4
ORCID: ORCID

  1. Universiapolis, Technical University of Agadir, Technopole d'Agadir, Qr Tilila, 80000 Agadir, Morocco
  2. Military University of Technology, Faculty of Mechatronics, Armaments and Aviation, ul. gen. Sylwestra Kaliskiego 2, 00-908 Warsaw, Poland
  3. Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00-908 Warsaw, Poland
  4. Motor Transport Institute, Center for Material Testing, Jagiellońska 80, 03-301 Warsaw, Poland

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