A Finite Element Study of Elasto-Plastic Hemispherical Contact Against a Rigid Flat

2005 ◽  
Vol 127 (2) ◽  
pp. 343-354 ◽  
Author(s):  
Robert L. Jackson ◽  
Itzhak Green

This work presents a finite element study of elasto-plastic hemispherical contact. The results are normalized such that they are valid for macro contacts (e.g., rolling element bearings) and micro contacts (e.g., asperity contact), although micro-scale surface characteristics such as grain boundaries are not considered. The material is modeled as elastic-perfectly plastic. The numerical results are compared to other existing models of spherical contact, including the fully plastic truncation model (often attributed to Abbott and Firestone) and the perfectly elastic case (known as the Hertz contact). This work finds that the fully plastic average contact pressure, or hardness, commonly approximated to be a constant factor of about three times the yield strength, actually varies with the deformed contact geometry, which in turn is dependent upon the material properties (e.g., yield strength). The current work expands on previous works by including these effects and explaining them theoretically. Experimental and analytical results have also been shown to compare well with the current work. The results are fit by empirical formulations for a wide range of interferences (displacements which cause normal contact between the sphere and rigid flat) and materials for use in other applications.

Author(s):  
Robert L. Jackson ◽  
Itzhak Green

This work presents a finite element study of elasto-plastic hemispherical contact. The results are normalized such that they are valid for macro contacts (e.g., rolling element bearings) and micro contacts (e.g., asperity contact). The material is modeled as elastic-perfectly plastic. The numerical results are compared to other existing models of spherical contact, including the fully plastic case (known as the Abbott and Firestone model) and the perfectly elastic case (known as the Hertz contact). At the same interference, the area of contact is shown to be larger for the elasto-plastic model than that of the elastic model. It is also shown, that at the same interference, the load carrying capacity of the elasto-plastic modeled sphere is less than that for the Hertzian solution. This work finds that the fully plastic average contact pressure, or hardness, commonly approximated to be a constant factor (about three) times the yield strength, actually varies with the deformed contact geometry, which in turn is dependant upon the material properties (e.g., yield strength). The results are fit by empirical formulations for a wide range of interferences and materials for use in other applications.


2012 ◽  
Vol 204-208 ◽  
pp. 4702-4715
Author(s):  
Chisanga Kaluba ◽  
M. Mulife Tawana

The yield strength-to-tensile stress ratio (fy/fu) is considered to be an important material factor in the design of welded tubular joints. For instance CIDECT (2008) has set a limitation on fy of 0.8fu and for steels with nominal fy greater than 355Mpa and a reduction factor of 0.9 on all joint strength formulae to account for the relatively larger deformations that take place for joints with nominal fy of 450Mpa[1]. In this study a statistical analysis of an experimental database was carried in order to determine the influence of the chord fy/fu ratio on joint strength. A finite element study was also carried out in order to quantify this influence and a yield strength function was proposed. Results from the statistical analysis and finite element study both show that the static strength of unstiffened circular hollow section (CHS) K-gap joints under static axial loading is inversely proportional to the chord fy/fu ratio.


Biotribology ◽  
2017 ◽  
Vol 11 ◽  
pp. 110-123 ◽  
Author(s):  
Maria F. Leyva-Mendivil ◽  
Jakub Lengiewicz ◽  
Anton Page ◽  
Neil W. Bressloff ◽  
Georges Limbert

Author(s):  
Ali Merdji ◽  
Belaid Taharou ◽  
Rajshree Hillstrom ◽  
Ali Benaissa ◽  
Sandipan Roy ◽  
...  

2020 ◽  
Vol 10 (14) ◽  
pp. 4737
Author(s):  
Chao Xu ◽  
Suli Pan

The coefficient of consolidation is traditionally considered as a constant value in soil consolidation calculations. This paper uses compression and recompression indexes to calculate the solution-dependent nonlinear compressibility, thus overconsolidation and normal consolidation are separated during the calculations. Moreover, the complex nonlinear consolidation can be described using the nonlinear compressibility and a nonlinear permeability. Then, the finite element discrete equation with consideration of the time-dependent load is derived, and a corresponding program is developed. Subsequently, a case history is conducted for verifying the proposed method and the program. The results show that the method is sufficiently accurate, indicating the necessity of considering nonlinearity for consolidation calculations. Finally, three cases are compared to reveal the importance of separating the overconsolidation and normal consolidation. Overall, this study concluded that it is inadequate to consider just one consolidation status in calculations, and that the proposed method is more reasonable for guiding construction.


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