scholarly journals A 12 year EDF study of concrete creep under uniaxial and biaxial loading

2018 ◽  
Vol 103 ◽  
pp. 140-159 ◽  
Author(s):  
Laurent Charpin ◽  
Yann Le Pape ◽  
Éric Coustabeau ◽  
Éric Toppani ◽  
Grégory Heinfling ◽  
...  
2000 ◽  
Vol 183-187 ◽  
pp. 809-814 ◽  
Author(s):  
P. Lin ◽  
R.H.C. Wong ◽  
K.T. Chau ◽  
Chun An Tang

Author(s):  
Sandeep Kulkarni ◽  
Y. M. Desai ◽  
T. Kant ◽  
G. R. Reddy ◽  
C. Gupta ◽  
...  

Ratchetting behavior of SA-333 Gr. 6 carbon steel used as primary heat transport (PHT) piping material has been investigated with three constitutive models proposed by Armstrong-Frederick, Chaboche and Ohno-Wang involving different hardening rules. Performance of the above mentioned models have been evaluated for a broad set of uniaxial and biaxial loading histories. The uniaxial ratchetting simulations have been performed for a range of stress ratios (R) by imposing different stress amplitudes and mean stress conditions. Numerical simulations indicated significant ratchetting and opening of hysteresis loop for negative stress ratio with constant mean stress. Application of cyclic stress without mean stress (R = −1.0) has been observed to produce negligible ratchet-strain accumulation in the material. Simulation under the biaxial stress condition was based on modeling of an internally pressurized thin walled pipe subjected to cyclic bending load. Numerical results have been validated with the experiments as per simulation conditions. All three models have been found to predict the observed accumulation of circumferential strain with increasing number of cycles. However, the Armstrong Frederick (A-F) model was found to be inadequate in simulating the ratchetting response for both uniaxial as well as biaxial loading cases. The A-F model actually overpredicted the ratchetting strain in comparison with the experimental strain values. On the other hand, results obtained with the Chaboche and the Ohno-Wang models for both the uniaxial as well as biaxial loading histories have been observed to closely simulate the experimental results. The Ohno-Wang model resulted in better simulation for the presents sets of experimental results in comparison with the Chaboche model. It can be concluded that the Ohno-Wang model suited well compared to the Chaboche model for above sets of uniaxial and biaxial loading histories.


Composites ◽  
1995 ◽  
Vol 26 (4) ◽  
pp. 269-280 ◽  
Author(s):  
Steven D. Gardner ◽  
Charles U. Pittman ◽  
Tao C. Chang ◽  
Boon Y. Low ◽  
Robert M. Hackett

2019 ◽  
Vol 52 (8) ◽  
pp. 677-700
Author(s):  
Ahmed G Korba ◽  
Abhishek Kumar ◽  
Mark Barkey

Different phenomenological, empirical, and micromechanical constitutive models have been proposed to describe the behavior of incompressible isotropic hyper-elastic materials. Among these models, very few have accounted for the thermal aging effect on the model constants and parameters. This article introduces a new empirical constitutive hyper-elastic model for thermally aged hyper-elastic materials. The model named “the weight function based (WFB) model” considers the effect of aging temperature and time on its parameters. The WFB model formulation can facilitate fatigue analysis and lifetime prediction of rubber-like materials under aging conditions. The WFB model in this article defines all rubber-like material properties, such as fracture stretch, strength, and stiffness, by predicting the full stress–strain curve at any aging time and temperature. The WFB model was tested on natural rubber for uniaxial and biaxial loading conditions. More than 100 specimens were aged and tested uniaxially under various temperatures and aging times to extract the stress–strain behavior. The temperatures used in the test ranged from 76.7°C to 115.5°C, and the aging time ranged from 0 to 600 hours (hrs). A classical bulge test experiment was generated to extract the biaxial natural rubber material behavior. An ABAQUS finite element analysis model was created to simulate and verify the generated biaxial stress–strain curve. The proposed model represents the aging effect on the tested natural rubber under uniaxial and biaxial loading conditions with an acceptable error margin of less than 10% compared to experimental data.


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