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Knowledge of fracture mechanics parameters can help for a more accurate assessment of frost degradation of high-strength concrete. High strength concretes, despite the tight structure, are characterized by increased brittleness. Cracks in the concrete structure are places of accumulation of significant stresses. Additional stresses resulting from cyclic freeze/thaw stimulate the material destruction processes. The basic strength parameters of concrete do not take into account structural defects of the material and do not give a complete description of susceptibility to damage caused by, e.g., frost degradation. This study aimed to determine the relationship between frost degradation of high-strength concretes and changes in the value of their fracture energy associated with the initiation of cracking after 150, 250, 350 and 450 freeze/thaw cycles. The research was carried out using 100 × 100 × 400 mm samples, with a pre-initiated 30 mm deep notch. The I load model under a three-point bending test was used, based on the procedure recommended by RILEM. Concrete with a compressive strength of 90 MPa with steel fibres and a mixture of steel and basalt fibers was tested. The obtained results allow for the evaluation of frost degradation using fracture energy GF and critical crack tip opening displacement CTODc.
Sylwia Borowska; Marta Kosior-Kazberuk. Application of fracture energy for the assessment of frost degradation of high-strength concretes. Budownictwo i Architektura 2021, 20, 057 -068.
AMA StyleSylwia Borowska, Marta Kosior-Kazberuk. Application of fracture energy for the assessment of frost degradation of high-strength concretes. Budownictwo i Architektura. 2021; 20 (2):057-068.
Chicago/Turabian StyleSylwia Borowska; Marta Kosior-Kazberuk. 2021. "Application of fracture energy for the assessment of frost degradation of high-strength concretes." Budownictwo i Architektura 20, no. 2: 057-068.
The objective of this study was to analyze the physico-mechanical properties of gypsum boards including plastic waste aggregates from cable recycling. The plastic cable waste is incorporated into the gypsum matrix without going through any type of selection and/or treatment, as it is obtained after the cable recycling process. In the experimental process, gypsum boards of different dimensions were manufactured and tested for their Young’s modulus, shock-impact resistance, flexural strength, thermal conductivity, and thermal comfort. The results obtained show a significant increase in the elasticity of the boards with plastic waste (limited cracking), compliance with the minimum value of flexural strength, and a slight improvement in the thermal conductivity coefficient (lower energy demand) and surface comfort (reduced condensation and greater adherence). Therefore, the analyzed material could provide a suitable alternative to currently marketed gypsum boards, contributing to sustainable construction not only in new constructions, but also in building renovations.
Alejandra Vidales-Barriguete; Jaime Santa-Cruz-Astorqui; Carolina Piña-Ramírez; Marta Kosior-Kazberuk; Katarzyna Kalinowska-Wichrowska; Evangelina Atanes-Sánchez. Study of the Mechanical and Physical Behavior of Gypsum Boards with Plastic Cable Waste Aggregates and Their Application to Construction Panels. Materials 2021, 14, 2255 .
AMA StyleAlejandra Vidales-Barriguete, Jaime Santa-Cruz-Astorqui, Carolina Piña-Ramírez, Marta Kosior-Kazberuk, Katarzyna Kalinowska-Wichrowska, Evangelina Atanes-Sánchez. Study of the Mechanical and Physical Behavior of Gypsum Boards with Plastic Cable Waste Aggregates and Their Application to Construction Panels. Materials. 2021; 14 (9):2255.
Chicago/Turabian StyleAlejandra Vidales-Barriguete; Jaime Santa-Cruz-Astorqui; Carolina Piña-Ramírez; Marta Kosior-Kazberuk; Katarzyna Kalinowska-Wichrowska; Evangelina Atanes-Sánchez. 2021. "Study of the Mechanical and Physical Behavior of Gypsum Boards with Plastic Cable Waste Aggregates and Their Application to Construction Panels." Materials 14, no. 9: 2255.
The process of recycling concrete rubble is accompanied by the formation of a large amount of fine fraction, which cannot be reused as aggregate. The results of research on the possibility of using recycled cement mortar (RCM), obtained during concrete recycling, as a cementitious supplementary material, are presented. The experimental research was carried out on the basis of two variables determining the recycling process: X1—temperature (range of variation 288–712 °C) and X2—time (range of variation 30–90 min) of thermal treatment of concrete rubble. The experiment included 10 series of new composites made with RCMs subjected to different variants of thermal treatment, and two additional control series. The best treatment parameters were determined based on the assessment of selected physical and mechanical properties of the new cement composites, as well as the analysis of characteristics and microstructure of RCM. The test results showed that proper thermal treatment of concrete rubble makes it possible to obtain a high-quality fine fraction, which has the properties of an active addition and can be used as a partial replacement for cement in mortars and concretes.
Katarzyna Kalinowska-Wichrowska; Marta Kosior-Kazberuk; Edyta Pawluczuk. The Properties of Composites with Recycled Cement Mortar Used as a Supplementary Cementitious Material. Materials 2019, 13, 64 .
AMA StyleKatarzyna Kalinowska-Wichrowska, Marta Kosior-Kazberuk, Edyta Pawluczuk. The Properties of Composites with Recycled Cement Mortar Used as a Supplementary Cementitious Material. Materials. 2019; 13 (1):64.
Chicago/Turabian StyleKatarzyna Kalinowska-Wichrowska; Marta Kosior-Kazberuk; Edyta Pawluczuk. 2019. "The Properties of Composites with Recycled Cement Mortar Used as a Supplementary Cementitious Material." Materials 13, no. 1: 64.
A simple deformation criterion based on Dugdale’s cohesive zone model is presented. The criterion can be used for both the experimental determination of the critical stress intensity factor, KIc, and the critical tip opening displacement, CTODc. It can also be applied for the evaluation of the load capacity of structural elements. The criterion is presented in explicit and compact form, which allows straightforward calculations to be performed for the estimation of KIc and CTODc values from the experimental data obtained from samples with a U-shaped notch, rounded with an arbitrary radius. Thanks to the simple form of the approximate relationship between the maximal load level and the dimensionless notch tip opening displacement, the reverse procedure was obtained, i.e., the estimation of the value of the maximal force loading the structural element as a function of the known critical stress intensity factor.
Marta Kosior-Kazberuk; Andrzej Kazberuk; Anna Bernatowicz. Estimation of Cement Composites Fracture Parameters Using Deformation Criterion. Materials 2019, 12, 4206 .
AMA StyleMarta Kosior-Kazberuk, Andrzej Kazberuk, Anna Bernatowicz. Estimation of Cement Composites Fracture Parameters Using Deformation Criterion. Materials. 2019; 12 (24):4206.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Andrzej Kazberuk; Anna Bernatowicz. 2019. "Estimation of Cement Composites Fracture Parameters Using Deformation Criterion." Materials 12, no. 24: 4206.
The presented study was conducted to assess the shear capacity and the mechanical behavior of fiber reinforced concrete two-span beams in a five-point bending test. Experimental research was focused on observing changes in the behavior of tested elements depending on the amount of shear reinforcement (stirrups) and the fiber type used. The beams had varied stirrup spacing and two sorts of fibers were used as dispersed reinforcement. The steel fiber content was 78.5 kg/m3 and the basalt fiber content was 5.0 kg/m3. Concrete beams without addition of fibers were also examined as reference ones. The effectiveness of both sorts of fibers as shear reinforcement was assessed on the basis of strain development and crack pattern analysis. The digital image correlation technique was used to monitor the development of cracks around the central support of beams. It was shown that fibers control the cracking process and deformations in reinforced concrete beams and they can be effectively used as additional or the only shear reinforcement. The results of shear capacity obtained in the experiment were also compared with the shear capacity calculated according to current design approaches. This analysis has shown that fibers enhance the ultimate shear strength of reinforced concrete beams.
Julita Krassowska; Marta Kosior-Kazberuk; Piotr Berkowski. Shear behavior of two-span fiber reinforced concrete beams. Archives of Civil and Mechanical Engineering 2019, 19, 1442 -1457.
AMA StyleJulita Krassowska, Marta Kosior-Kazberuk, Piotr Berkowski. Shear behavior of two-span fiber reinforced concrete beams. Archives of Civil and Mechanical Engineering. 2019; 19 (4):1442-1457.
Chicago/Turabian StyleJulita Krassowska; Marta Kosior-Kazberuk; Piotr Berkowski. 2019. "Shear behavior of two-span fiber reinforced concrete beams." Archives of Civil and Mechanical Engineering 19, no. 4: 1442-1457.
Experimental tests were carried out to assess the failure model of steel and basalt fiber reinforced concrete two-span beams. Experimental research was focused on observing the changes in behavior of tested elements in dependence on the ratio of shear reinforcement and type of fiber. The beams had varied stirrup spacing. The steel fiber content was 78.5 kg/m3 (1.0% by vol.) and basalt fiber content was 5.0 kg/m3 (0.19% by vol.). Concrete beams without fibers were also examined. Two-span beams with a cross-section of 120×300 mm and a length of 4150 mm were loaded in a five-point bending test. Shear or flexural capacity of tested members was recorded. The effectiveness of both sorts of fibers as shear reinforcement was assessed and the differences were discussed. It was shown that fibers control the cracking process and the values of deflections and strains. Fibers clearly enhance the shear capacity of reinforced concrete beams.
J. Krassowska; M. Kosior-Kazberuk. Experimental Investigation of Shear Behavior of Two-Span Fiber Reinforced Concrete Beams. Archives of Civil Engineering 2019, 65, 35 -55.
AMA StyleJ. Krassowska, M. Kosior-Kazberuk. Experimental Investigation of Shear Behavior of Two-Span Fiber Reinforced Concrete Beams. Archives of Civil Engineering. 2019; 65 (2):35-55.
Chicago/Turabian StyleJ. Krassowska; M. Kosior-Kazberuk. 2019. "Experimental Investigation of Shear Behavior of Two-Span Fiber Reinforced Concrete Beams." Archives of Civil Engineering 65, no. 2: 35-55.
The fiber reinforced polymer (FRP) bars have become a useful substitute for conventional reinforcement in civil engineering structures for which load capacity and resistance to environmental influences are required. They are often used in concrete structural elements exposed to strong environmental aggression, such as foundations, breakwaters and other seaside structures, road structures and tanks. The basalt fiber-reinforced polymer (BFRP) is the most recently FRP composite, appearing within the last decade. Due to their mechanical properties different from steel bars, such as higher tensile strength and lower Young's modulus, BFRP bars are predestined for use in structures for which the ultimate limit state is rather decisive than serviceability limit state. Experimental tests were carried out to assess the influence of static long-term loads and cyclic freezing/thawing on the behaviour of concrete model beams with non-metallic reinforcement. The bars made of basalt fiber reinforced polymer (BFRP) and hybrid (basalt and carbon) fiber reinforced polymer (HFRP) were used as non-metallic reinforcement. The mechanical properties of both types of bars were also determined.
Marta Kosior-Kazberuk. Application of basalt-FRP bars for reinforcing geotechnical concrete structures. MATEC Web of Conferences 2019, 265, 05011 .
AMA StyleMarta Kosior-Kazberuk. Application of basalt-FRP bars for reinforcing geotechnical concrete structures. MATEC Web of Conferences. 2019; 265 ():05011.
Chicago/Turabian StyleMarta Kosior-Kazberuk. 2019. "Application of basalt-FRP bars for reinforcing geotechnical concrete structures." MATEC Web of Conferences 265, no. : 05011.
The analysis of fracture mechanics parameters of concrete with new types of fibers is essential for the dissemination of their application and development of new methods of structural design.Fracture mechanics parameters are widely used to analyze the material behaviour and also in the design process of selected structures. The paper reports the results of an experimental programme focused on the effect of non-metallic (basalt) fibers on the fracture properties of concrete investigated in Mode I conditions. The changes in concrete properties were analysed on the basis of the critical stress intensity factor KIc, the critical value of crack tip opening displacement (CTODc) and the fracture energy GF. The addition of the basalt fibers had a slight effect on the strength properties of concrete but, at the same time, it had a significant influence on the fracture parameters by the modification of pre-cracking and particularly post-cracking behaviour of the concrete. Results of measuring the toughness and energy-absorption characteristics showed that the specimens reinforced with basalt fibers acquired a great ductile behaviour and energy absorption capacity, compared to ordinary concrete specimens.
Marta Kosior-Kazberuk; Julita Krassowska. Fracture toughness of concrete with basalt fiber. MATEC Web of Conferences 2019, 265, 01008 .
AMA StyleMarta Kosior-Kazberuk, Julita Krassowska. Fracture toughness of concrete with basalt fiber. MATEC Web of Conferences. 2019; 265 ():01008.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Julita Krassowska. 2019. "Fracture toughness of concrete with basalt fiber." MATEC Web of Conferences 265, no. : 01008.
The research concerns the feasibility of recycling fibers from mineral wool residues from construction and demolition waste, by incorporating them into a fine grained concrete. All the specimens of concrete with various types of fibers have been subjected to the mechanical tests of flexural and compressive strength. Also the pre-cracking and postcracking softening behaviour of concrete with fiber residues has been investigated. The flexural load-CMOD and load-deflection relationships, obtained in three-point bending test, have been used to determine the fracture parameters: fracture energy, critical stress intensity factor, critical crack tip opening displacement, critical effective crack length. It was verified that the incorporation of mineral residues to a cement concrete is a viable alternative for their recycling; the new composites analyzed maintain adequate mechanical properties for different application.
Marta Kosior-Kazberuk; Julita Krassowska; Carolina Piña Ramirez. Post cracking behaviour of fibre reinforced concrete with mineral wool fibers residues. MATEC Web of Conferences 2018, 174, 02016 .
AMA StyleMarta Kosior-Kazberuk, Julita Krassowska, Carolina Piña Ramirez. Post cracking behaviour of fibre reinforced concrete with mineral wool fibers residues. MATEC Web of Conferences. 2018; 174 ():02016.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Julita Krassowska; Carolina Piña Ramirez. 2018. "Post cracking behaviour of fibre reinforced concrete with mineral wool fibers residues." MATEC Web of Conferences 174, no. : 02016.
The purpose of this study was to define the influence of static longterm loads and cyclic freezing/thawing on the deflections and cracking of concrete beams with non-metallic reinforcement. The rods made of basalt fiber reinforced polymer (BFRP) and hybrid fiber reinforced polymer (HFRP) were used as non-metallic reinforcement. Four series of single span beams were loaded with a single static force in a three-point bending test, then specimens were subjected to 150 freezing/thawing cycles in a large-size climatic chamber. The experimental test results were compared to those obtained from prior carried out short-term tests and theoretical calculations based on ACI 440:1R-06 standard concerning concrete element with non-metallic reinforcement.
Marta Kosior-Kazberuk; Rafał Wasilczyk. Influence of static long-term loads and cyclic freezing/thawing on the behaviour of concrete beams reinforced with BFRP and HFRP bars. MATEC Web of Conferences 2018, 174, 04013 .
AMA StyleMarta Kosior-Kazberuk, Rafał Wasilczyk. Influence of static long-term loads and cyclic freezing/thawing on the behaviour of concrete beams reinforced with BFRP and HFRP bars. MATEC Web of Conferences. 2018; 174 ():04013.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Rafał Wasilczyk. 2018. "Influence of static long-term loads and cyclic freezing/thawing on the behaviour of concrete beams reinforced with BFRP and HFRP bars." MATEC Web of Conferences 174, no. : 04013.
The experimental tests data of reinforced concrete beams of a rectangular profile made of heavy concrete on pure biaxial bending are presented. The inclination angle of the external load plane to the vertical axis of inertia of the section varied in the range from 0º to 20º. The tests were conducted to study the work of the biaxial bended elements under load and to verify the developed method for strength analysis of such elements. It has been established that the order of changing the neutral axis position in the section of the biaxial bending beams in the loading process depends primarily on the relative disposition of the external load plane and the resultant in the tensioned reinforcement. It has been confirmed that the ultimate compressed fibrous strains of concrete depend not on the shape of the section, but on the shape of the concrete compressed zone. The results of the tests have good correspondence with theoretical calculations, which proves the expediency of using the developed engineering method for the strength analysis.
Andriy Pavlikov; Marta Kosior-Kazberuk; Olha Harkava. Experimental Testing Results of Reinforced Concrete Beams Under Biaxial Bending. International Journal of Engineering & Technology 2018, 7, 299 .
AMA StyleAndriy Pavlikov, Marta Kosior-Kazberuk, Olha Harkava. Experimental Testing Results of Reinforced Concrete Beams Under Biaxial Bending. International Journal of Engineering & Technology. 2018; 7 (3.2):299.
Chicago/Turabian StyleAndriy Pavlikov; Marta Kosior-Kazberuk; Olha Harkava. 2018. "Experimental Testing Results of Reinforced Concrete Beams Under Biaxial Bending." International Journal of Engineering & Technology 7, no. 3.2: 299.
Experimental tests were carried out to assess the failure model of steel fiber reinforced concrete beams. Experimental research was focused on observing changes in the behavior of the tested elements depending on the amount of shear reinforcement and the fiber. Model two-span beams with a cross-section of 80x180 mm and a length of 2000 mm were tested. The beams had varied stirrup spacing. The following amounts of steel fibres in concrete were used: 78.5 kg/m3 (1.0%) i 118 kg/m3 (1.5%). Concrete beams without fibres were examined at the same time. The beams were loaded in a five-point bending test until they were destroyed. Shear or bending capacity of the element was observed. Fibre reinforced concrete beams were not destroyed rapidly, but they kept their shape consistent under load. Larger number of diagonal cracks with a smaller width were observed in fibre reinforced concrete beams. Failure of concrete beams without fibres was rapid, with a characteristic brittle cracking. Steel fibres revealed the ability to transfer significant shear stress after cracking in comparison to plain concrete.
Julita Krassowska; Marta Kosior-Kazberuk. Failure mode in shear of steel fiber reinforced concrete beams. MATEC Web of Conferences 2018, 163, 02003 .
AMA StyleJulita Krassowska, Marta Kosior-Kazberuk. Failure mode in shear of steel fiber reinforced concrete beams. MATEC Web of Conferences. 2018; 163 ():02003.
Chicago/Turabian StyleJulita Krassowska; Marta Kosior-Kazberuk. 2018. "Failure mode in shear of steel fiber reinforced concrete beams." MATEC Web of Conferences 163, no. : 02003.
Marta Kosior-Kazberuk; Piotr Berkowski. CIVIL ENGINEER’S CAREER IN POLAND – FROM EDUCATION TO PROFESSIONAL RECOGNITION. INTED2018 Proceedings 2018, 5013 -5021.
AMA StyleMarta Kosior-Kazberuk, Piotr Berkowski. CIVIL ENGINEER’S CAREER IN POLAND – FROM EDUCATION TO PROFESSIONAL RECOGNITION. INTED2018 Proceedings. 2018; ():5013-5021.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Piotr Berkowski. 2018. "CIVIL ENGINEER’S CAREER IN POLAND – FROM EDUCATION TO PROFESSIONAL RECOGNITION." INTED2018 Proceedings , no. : 5013-5021.
Information about the paper titled "COOPERATION OF POLISH TECHNICAL UNIVERSITIES WITH EMPLOYERS" at IATED Digital Library
Marta Kosior-Kazberuk; Piotr Berkowski. COOPERATION OF POLISH TECHNICAL UNIVERSITIES WITH EMPLOYERS. INTED2018 Proceedings 2018, 3654 -3661.
AMA StyleMarta Kosior-Kazberuk, Piotr Berkowski. COOPERATION OF POLISH TECHNICAL UNIVERSITIES WITH EMPLOYERS. INTED2018 Proceedings. 2018; ():3654-3661.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Piotr Berkowski. 2018. "COOPERATION OF POLISH TECHNICAL UNIVERSITIES WITH EMPLOYERS." INTED2018 Proceedings , no. : 3654-3661.
Marta Kosior-Kazberuk; Piotr Berkowski. Surface Scaling Resistance of Concrete Subjected to Freeze-thaw Cycles and Sustained Load. Procedia Engineering 2017, 172, 513 -520.
AMA StyleMarta Kosior-Kazberuk, Piotr Berkowski. Surface Scaling Resistance of Concrete Subjected to Freeze-thaw Cycles and Sustained Load. Procedia Engineering. 2017; 172 ():513-520.
Chicago/Turabian StyleMarta Kosior-Kazberuk; Piotr Berkowski. 2017. "Surface Scaling Resistance of Concrete Subjected to Freeze-thaw Cycles and Sustained Load." Procedia Engineering 172, no. : 513-520.
Piotr Berkowski; Marta Kosior-Kazberuk. Material and Structural Destruction of Concrete Elements in the Industrial Environment. Procedia Engineering 2017, 172, 96 -103.
AMA StylePiotr Berkowski, Marta Kosior-Kazberuk. Material and Structural Destruction of Concrete Elements in the Industrial Environment. Procedia Engineering. 2017; 172 ():96-103.
Chicago/Turabian StylePiotr Berkowski; Marta Kosior-Kazberuk. 2017. "Material and Structural Destruction of Concrete Elements in the Industrial Environment." Procedia Engineering 172, no. : 96-103.
The paper reports the results of experimental programme focused on the effect of various synthetic fibres on fracture properties and ductility of concrete. The fracture energy was assessed on beams with initial notches in three-point bend test. The incorporation of synthetic fibres had a slight effect on mechanical properties of concrete but, at the same time, it had a significant influence on the fracture energy by modification of post-cracking behaviour of concrete. It was found that the modern synthetic fibres might be able to impart significant toughness and ductility to concrete. However, the beneficial effect of fibres depends on their length and flexibility. The analysis of load-deflection curves obtained made it possible to fit the simple function, describing the post-peak behaviour of fibre reinforced concrete, which can be useful for the calculation of GF value.DOI: http://dx.doi.org/10.5755/j01.ms.22.4.13246
Marta Kosior-Kazberuk. Post-cracking Behaviour and Fracture Energy of Synthetic Fibre Reinforced Concrete. Materials Science 2016, 22, 542 - 547 .
AMA StyleMarta Kosior-Kazberuk. Post-cracking Behaviour and Fracture Energy of Synthetic Fibre Reinforced Concrete. Materials Science. 2016; 22 (4):542 - 547.
Chicago/Turabian StyleMarta Kosior-Kazberuk. 2016. "Post-cracking Behaviour and Fracture Energy of Synthetic Fibre Reinforced Concrete." Materials Science 22, no. 4: 542 - 547.
M. Kosior-Kazberuk; Piotr Berkowski. EXPERIENCES OF POLISH TECHNICAL UNIVERSITIES IN ERASMUS PROGRAMME EXECUTION. INTED2017 Proceedings 2016, 1, 6688 -6695.
AMA StyleM. Kosior-Kazberuk, Piotr Berkowski. EXPERIENCES OF POLISH TECHNICAL UNIVERSITIES IN ERASMUS PROGRAMME EXECUTION. INTED2017 Proceedings. 2016; 1 ():6688-6695.
Chicago/Turabian StyleM. Kosior-Kazberuk; Piotr Berkowski. 2016. "EXPERIENCES OF POLISH TECHNICAL UNIVERSITIES IN ERASMUS PROGRAMME EXECUTION." INTED2017 Proceedings 1, no. : 6688-6695.
Piotr Berkowski; M. Kosior-Kazberuk. UNIVERSITY AND FACULTY QUALITY ASSURANCE SYSTEMS IN POLAND ON THE EXAMPLE OF THE “CIVIL ENGINEERING” FIELD OF STUDY. INTED2017 Proceedings 2016, 1, 6765 -6772.
AMA StylePiotr Berkowski, M. Kosior-Kazberuk. UNIVERSITY AND FACULTY QUALITY ASSURANCE SYSTEMS IN POLAND ON THE EXAMPLE OF THE “CIVIL ENGINEERING” FIELD OF STUDY. INTED2017 Proceedings. 2016; 1 ():6765-6772.
Chicago/Turabian StylePiotr Berkowski; M. Kosior-Kazberuk. 2016. "UNIVERSITY AND FACULTY QUALITY ASSURANCE SYSTEMS IN POLAND ON THE EXAMPLE OF THE “CIVIL ENGINEERING” FIELD OF STUDY." INTED2017 Proceedings 1, no. : 6765-6772.
M. Kosior-Kazberuk. ANALYSIS OF FACTORS INFLUENCING THE CURRICULUM DESIGN IN TECHNICAL UNIVERSITIES. INTED2017 Proceedings 2016, 1, 6680 -6687.
AMA StyleM. Kosior-Kazberuk. ANALYSIS OF FACTORS INFLUENCING THE CURRICULUM DESIGN IN TECHNICAL UNIVERSITIES. INTED2017 Proceedings. 2016; 1 ():6680-6687.
Chicago/Turabian StyleM. Kosior-Kazberuk. 2016. "ANALYSIS OF FACTORS INFLUENCING THE CURRICULUM DESIGN IN TECHNICAL UNIVERSITIES." INTED2017 Proceedings 1, no. : 6680-6687.