STABILITY AND FAILURE OF THIN-WALLED COMPOSITE STRUCTURES WITH A SQUARE CROSS-SECTION
Błażej CZAJKA
blazej.czajka@pollub.edu.plLublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin (Poland)
Patryk RÓŻYŁO
Lublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin (Poland)
Hubert DĘBSKI
Lublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin (Poland)
Abstract
This paper is devoted to the analysis of the stability and load-carrying capacity of thin-walled composite profiles in compression. The specimens reflect elements made of carbon fibre reinforced laminate (CFRP). Thin-walled columns with a square crosssection were made from 4 layers of composite in 3 different combinations of layer arrangements. Advanced numerical analyses have been carried out. In the first stage of the study, a buckling analysis of the structure was performed. In further numerical simulations, two advanced models were used simultaneously: the Progressive Failure Analysis (PFA) and the Cohesive Zone Model (CZM). The results showed significant differences between the critical load values for each layer configuration. The forms of buckling and the areas of damage initiation and evolution were also dependent on the applied layup.
Keywords:
finite element method (FEM), post-buckling, progressive failure analysis (PFA), delamination, cohesive zone model (CZM)References
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Authors
Błażej CZAJKAblazej.czajka@pollub.edu.pl
Lublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin Poland
Authors
Patryk RÓŻYŁOLublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin Poland
Authors
Hubert DĘBSKILublin University of Technology, Faculty of Mechanical Engineering, Department of Machine Design and Mechatronics, Lublin Poland
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