saturation stress
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Author(s):  
Ariane de Andrea Pantaleão ◽  
Larissa Pereira Ribeiro Teodoro ◽  
Leandris Argentel Martínez ◽  
Jorge Gonzáles Aguilera ◽  
Cid Naudi Silva Campos ◽  
...  

2021 ◽  
Vol 192 ◽  
pp. 104419
Author(s):  
J. Christopher ◽  
M. Nandagopal ◽  
D.P. Rao Palaparti ◽  
G.V. Prasad Reddy ◽  
Shaju K. Albert

Author(s):  
Sinomar Moreira Andrade ◽  
Larissa Pereira Ribeiro Teodoro ◽  
Fábio Henrique Rojo Baio ◽  
Cid Naudi Silva Campos ◽  
Cassiano Garcia Roque ◽  
...  

2019 ◽  
Vol 2 (1) ◽  
pp. 1
Author(s):  
Van Manh Dinh ◽  
Dinh Kien Nguyen ◽  
Sergei Alexandrov ◽  
Elena Lyamina

2018 ◽  
Vol 26 (1) ◽  
Author(s):  
Eduarda Demari Avrella ◽  
João Miguel Weber ◽  
Claudimar Sidnei Fior

2016 ◽  
Vol 138 (3) ◽  
Author(s):  
Hamidreza Najafi

Tensile flow behavior of 9Cr–2WVTa ferritic/martensitic (RAFM) steel in normalized-tempered condition has been studied based on Voce equation over the temperature range of 25–600 °C. Yield strength (YS) and ultimate tensile strength (UTS) decrease with increase in temperature. However, the elongation decreases with increase in temperature up to 400 °C and then increases beyond 400 °C. True stress–true plastic strain curves at all temperatures are adequately described by the Voce equation. While saturation stress (σs) decreases with temperature, the rate at which the stress approaches the saturation value (nV) increases with temperature. The variation of the stress increment up to saturation stress (σun) with temperature shows a plateau in the temperature range of 200–400 °C. Moreover, the product of σun and nV (σun·nV) is inversely proportional to the elongation. The relation of elongation to σun·nV can be described by a power law with the exponent of −1.63.


2009 ◽  
Vol 623 ◽  
pp. 89-103 ◽  
Author(s):  
Wiktoria Miszuris

The plane strain compression of a long symmetric strip consisted of a three layer material between rigid, parallel, rough plates is under consideration. Two possible geometrical configurations of the layers are examined (a) a viscoplastic material is situated between two layers consisting of a rigid/perfectly plastic material, (b) a rigid/perfectly plastic material lies between two viscoplastic layers. It is assumed throughout the paper that the viscoplastic law is bounded in that sense that it reaches its critical value (saturation stress) as the strain rate tends to infinity. Exploiting closed form solutions obtained, qualitative differences between them and the known from literature solutions for three layer material structure with classic viscoplastic material are discussed. Asymptotic behaviour of solutions in the vicinity of maximum friction surfaces is analysed for any configuration.


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