2018
DOI: 10.15863/tas.2018.09.65.35
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Calculation of Von Mises Stress at Plastic Deformation of a Steel Bushing

Abstract: ISRA (India) = 1.344 ISI (Dubai, UAE) = 0.829 GIF (Australia) = 0.564 JIF = 1.500 SIS (USA) = 0.912 РИНЦ (Russia) = 0.156 ESJI (KZ) = 4.102 SJIF (Morocco) = 5.667 ICV (Poland) = 6.630 PIF (India) = 1.940 IBI (India) = 4.260

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Cited by 3 publications
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“…The bottom boundary of the rail was fixed while other boundaries of the rail were free. To calculate the sample’s displacement vector, u , under the load, the equation of motion has to be solved in each mesh element [ 24 ]: where is density of the material, is gradient of the Piola–Kirchhoff stress tensor P , and is the volume force vector. After u i is found for each i -th ( i = 1,2... N ) element, its train S i , i.e., relative displacement u i /u 0 of the Points P1 i and P2 i in the loaded (at the moment t ) and unloaded (at the moment t 0 ) conditions, may be found: …”
Section: Finite Element Modelingmentioning
confidence: 99%
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“…The bottom boundary of the rail was fixed while other boundaries of the rail were free. To calculate the sample’s displacement vector, u , under the load, the equation of motion has to be solved in each mesh element [ 24 ]: where is density of the material, is gradient of the Piola–Kirchhoff stress tensor P , and is the volume force vector. After u i is found for each i -th ( i = 1,2... N ) element, its train S i , i.e., relative displacement u i /u 0 of the Points P1 i and P2 i in the loaded (at the moment t ) and unloaded (at the moment t 0 ) conditions, may be found: …”
Section: Finite Element Modelingmentioning
confidence: 99%
“…The bottom boundary of the rail was fixed while other boundaries of the rail were free. To calculate the sample's displacement vector, u, under the load, the equation of motion has to be solved in each mesh element [24]:…”
Section: Finite Element Modelingmentioning
confidence: 99%