Applying Research on Creep Constitutive Model of LC4 Aluminium Alloy Based on BC-RBFNN

Author(s):  
Min Yu ◽  
Xianghua Peng ◽  
Yingshe Luo ◽  
Shuiping Yin
2018 ◽  
Vol 145 ◽  
pp. 119-126 ◽  
Author(s):  
Feng Hou ◽  
Yuanming Lai ◽  
Enlong Liu ◽  
Huiwu Luo ◽  
Xingyan Liu

Author(s):  
Jishen Jiang ◽  
Weizhe Wang ◽  
Nailong Zhao ◽  
Peng Wang ◽  
Yingzheng Liu ◽  
...  

A damage-based creep constitutive model for a wide stress range is applied to the creep analysis of a 1000 MW ultra-supercritical steam turbine, the inlet steam of which reaches 600°C and 35 MPa. In this model, the effect of complex multi-axial stress and the nonlinear evolution of damage are considered. To this end, the model was implemented into the commercial software ABAQUS using a user-defined material subroutine code. The temperature dependent material constants were identified from the experimental data of advanced heat resistant steels using curve fitting approaches. A comparison of the simulated and the measured results showed that they reached an acceptable agreement. The results of the creep analysis illustrated that the proposed approach explains the basic features of stress redistribution and the damage evolution in the steam turbine rotor over a wide range of stresses and temperatures.


2020 ◽  
Vol 24 (4) ◽  
pp. 1146-1158
Author(s):  
Sheng Shi ◽  
Feng Zhang ◽  
Decheng Feng ◽  
Kangwei Tang

2019 ◽  
Vol 35 (8) ◽  
pp. 916-924 ◽  
Author(s):  
Ping Song ◽  
Wenbin Li ◽  
Xiaoming Wang ◽  
Wenxu Xu

2014 ◽  
Vol 941-944 ◽  
pp. 2631-2635 ◽  
Author(s):  
Yan Fang Wang ◽  
Zhi Gang Zhou ◽  
Zheng Yin Cai

The creep characteristic of saturated silt soil was studied by k0 consolidation creep test through two stress paths of axial loading and lateral lightening. According to test datas, some conclusions were submitted. First, the axial creep laws between the two stress paths were consistent on drainage conditions. Volume strains were much smaller than Axial strains. Volume strains presented alternation characteristic between shear shrinkage and shear dilatancy along with time extension. The silt soil creep constitutive model was presented. The results suggested combining the NHRI model describing the transient elastic-plastic strain with the creep empirical formula describing creep strain to establish the creep constitutive model.


2016 ◽  
Vol 75 (11) ◽  
Author(s):  
Junbao Wang ◽  
Xinrong Liu ◽  
Zhanping Song ◽  
Jianqiang Guo ◽  
Qianqian Zhang

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