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  • 1301. Lightweight Design
    Date: 06.02.2025
    Overview t3://page?uid=2480 Members t3://page?uid=2488 Projects t3://page?uid=2483 Research Areas t3://page?uid=2484 Facilities & Equipment t3://page?uid=2485 Publiactions t3://page?uid=2486 Cooperative PhDs t3://page?uid=2682 Archive t3://page?uid=2487 Related Links Applied Engineering Applied Logistics and Polymer
  • 1302. Lightweight Design
    Date: 16.08.2018
    Contact HTS "Lightweight Design" Research Area: Lightweight Design The increasing scarcity and increase in the cost of natural resources is increasing the pressure to develop weight-optimized components in all areas and making the development of resource-efficient means of transportation indispensable. Lightweight construction plays a centra
  • 1303. Lightweight Design
    Date: 16.08.2018
    Facilities & Equipment "Lightweight Design" The equipment of the IKW at the location Pirmasens is according to the expert opinion of the ASIIN on university level: Ultrasonic testing system with diving tank lateral / rotary, 0.5 - 30 MHz Ultrasonic testing system with air coupling 200 kHz Universal testing machine Zwick 20 kN with optic
  • Lifetime calculation according to the SteBLife method
  • The specimens used in SteBLife are characterized by a stepped geometry with different test section diameters, which leads to different local stress amplitudes along the specimen axis under cyclic loading (Fig. 2, bottom left).
  • The fatigue tests are carried out at a constant force amplitude Fa or stress amplitude σa and the material response (MR) is recorded using various measuring methods. Due to the geometry of the specimen, 5 alternating deformation curves can be recorded simultaneously. The alternating deformation curves form the basis for the σa-MR correlations
  • Following the SteBLifemsb approach, the results of the 5 tests carried out are analyzed with respect to the number of cycles NB and the sa-NB relationship (Fig. 4). Both NB and the σa-NB relationship show scatter, which can be attributed to material inhomogeneities, among other things. According to the Gaussian distribution, NB can be determined
  • Based on the calculated NB and bM values, the Wöhler curves are then calculated with scatter bands for Pf = 5%, 50% and 95%. The results are shown in Fig. 5 together with the fracture load cycles of 11 ESV performed with conventional Hourglass specimens.
  • Fig. 5 illustrates that the conventionally determined service lives can be reliably described by the scatter bands calculated on the basis of SteBLifemsb. The fatigue strength coefficients and exponents of the calculated and conventionally determined Wöhler data are in the same value range.
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