scholarly journals The Influence of Grain Interactions on the Plastic Stability of Heterophase Interfaces

Materials ◽  
2014 ◽  
Vol 7 (1) ◽  
pp. 302-322 ◽  
Author(s):  
Jason Mayeur ◽  
Irene Beyerlein ◽  
Curt Bronkhorst ◽  
Hashem Mourad
Keyword(s):  
Plastic Stability

Size-dependent plastic stability of Zr-based metallic glass

2015 ◽  
Vol 646 ◽  
pp. 272-278 ◽  
Author(s):  
F.F. Wu ◽  
S. S Jiang ◽  
R.D. Zhao ◽  
Q. Zhou ◽  
G.A. Zhang ◽  
...  
Keyword(s):  
Metallic Glass ◽  
Size Dependent ◽  
Plastic Stability

scholarly journals Plastic Stability of Retained Austenite in the Cold-rolled 0.14%C-1.9%Si-1.7%Mn Sheet Steel.

1995 ◽  
Vol 35 (9) ◽  
pp. 1121-1127 ◽  
Author(s):  
Atsushi Itami ◽  
Manabu Takahashi ◽  
Kosaku Ushioda
Keyword(s):  
Retained Austenite ◽  
Sheet Steel ◽  
Plastic Stability ◽  
Cold Rolled

Rigid plastic stability analysis for slope including thin weak layer

2011 ◽  
Vol 6 (2) ◽  
pp. 191-200 ◽  
Author(s):  
Takashi HOSHINA ◽  
Satoru OHTSUKA ◽  
Koichi ISOBE
Keyword(s):  
Stability Analysis ◽  
Rigid Plastic ◽  
Weak Layer ◽  
Plastic Stability

Study on Elasto-Plastic Stability Bearing Capacities for K6 Single-Layer Reticulated Shells under Fire Conditions

2012 ◽  
Vol 204-208 ◽  
pp. 1174-1178 ◽  
Author(s):  
Yin Bai ◽  
Jian Lei Zhai ◽  
Yong Jiu Shi ◽  
Yuan Qing Wang
Keyword(s):  
Elastic Modulus ◽  
High Temperature ◽  
Temperature Distribution ◽  
Ambient Temperature ◽  
Single Layer ◽  
Calculation Formula ◽  
Uniform Temperature ◽  
Global Instability ◽  
Stability Bearing Capacity ◽  
Plastic Stability

The elastic modulus of steel will decrease in case of high temperature which makes the reticulated shells easier to have the global instability phenomenon. In order to obtain the elasto-plastic stability bearing capacities for K6 single-layer reticulated shells [1], nonlinear finite analysis compete process was conducted by ANAYS software under on the two typical cases which include global non-uniform temperature distribution and localized high temperature. Based on the calculation formula for single-layer reticulated shells at ambient temperature, the calculation formula for elasto-plastic stability bearing capacity for K6 single-layer reticulated shells was obtained.

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