This paper describes strength evaluation for D4CS4 FA20.25 bracket, mounted in tractors of the URSUS Company. The analysis was based on stress modelling, supported by the finite element method (FEM). It was assumed in the model that the studied element was made of ductile cast iron and subject to three forces at three support points. Stress distribution simulations were run for various boundary conditions in order to identify the areas most exposed to cracking hazards. On this basis, engineering changes were introduced to increase the mechanical strength of the bracket with maximum cost-effectiveness of its production.
REFERENCES(20)
1.
Debski H., Teter A., Kubiak T., Samborski S.: Local buckling, post-buckling and collapse of thin-walled channel section composite columns subjected to quasi-static compression. Composite Structures, 2016, 593-601.
Rakowski G., Kacprzyk Z.: Metoda elementów skończonych w mechanice konstrukcji. Warszawa: Publishing House of the Warsaw University of Technology, 2016.
Rusiński E., Czmochowski J., Smolnicki T.: Zaawansowana metoda elementów skończonych w konstrukcjach nośnych. Publishing House of the Wrocław University of Technology, 2000.
Teter A, Debski H, Samborski S.: On buckling collapse and failure analysis of thin-walled composite lipped-channel columns subjected to uniaxial compression. Thin-Walled Structures, 2014, 324-331.
We process personal data collected when visiting the website. The function of obtaining information about users and their behavior is carried out by voluntarily entered information in forms and saving cookies in end devices. Data, including cookies, are used to provide services, improve the user experience and to analyze the traffic in accordance with the Privacy policy. Data are also collected and processed by Google Analytics tool (more).
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.