Testing Facilities for Multiaxial Loading of Tubular Specimens

Author(s):  
F Ellyin ◽  
JD Wolodko
1990 ◽  
Vol 112 (1) ◽  
pp. 7-14 ◽  
Author(s):  
K. S. Chan ◽  
U. S. Lindholm ◽  
S. R. Bodner ◽  
A. Nagy

The multiaxial deformation behavior of the Ni-based alloy B1900 + Hf has been studied at elevated temperatures in the range of 649–982°C. Combined tension/ torsion cyclic tests were performed on thin-wall tubular specimens under both in-phase and out-of-phase strain-controlled loading cycles. Both straining conditions resulted in stress loci of comparable magnitude, exhibiting no difference in cyclic hardening response. A phase angle was observed between the deviatoric stress and the incremental plastic strain vectors during 90° out-of-phase strain cycling, and nonproportional stress relaxation occurred under biaxial strain hold. The overall results have been used to assess the flow law, the hardening equations, and the applicability of the J2-based, elastic-viscoplastic model of Bodner-Partom for multiaxial loading conditions. The overall agreement between theory and experiment is good and discrepancies are discussed in relation to micromechanical considerations.


2021 ◽  
Author(s):  
Jian Xiao ◽  
Phillip Liu ◽  
D.C. Pham ◽  
Jim Lua ◽  
Shenal Perera ◽  
...  

2016 ◽  
Vol 58 (3) ◽  
pp. 173-181 ◽  
Author(s):  
Silke Klitschke ◽  
Wolfgang Böhme

Author(s):  
Mohammad Reza Azadi Kakavand ◽  
Ertugrul Taciroglu

AbstractSome of the current concrete damage plasticity models in the literature employ a single damage variable for both the tension and compression regimes, while a few more advanced models employ two damage variables. Models with a single variable have an inherent difficulty in accounting for the damage accrued due to tensile and compressive actions in appropriately different manners, and their mutual dependencies. In the current models that adopt two damage variables, the independence of these damage variables during cyclic loading results in the failure to capture the effects of tensile damage on the compressive behavior of concrete and vice-versa. This study presents a cyclic model established by extending an existing monotonic constitutive model. The model describes the cyclic behavior of concrete under multiaxial loading conditions and considers the influence of tensile/compressive damage on the compressive/tensile response. The proposed model, dubbed the enhanced concrete damage plasticity model (ECDPM), is an extension of an existing model that combines the theories of classical plasticity and continuum damage mechanics. Unlike most prior studies on models in the same category, the performance of the proposed ECDPM is evaluated using experimental data on concrete specimens at the material level obtained under cyclic multiaxial loading conditions including uniaxial tension and confined compression. The performance of the model is observed to be satisfactory. Furthermore, the superiority of ECDPM over three previously proposed constitutive models is demonstrated through comparisons with the results of a uniaxial tension-compression test and a virtual test.


2020 ◽  
pp. 2005092
Author(s):  
Douglas E. Nicholson ◽  
Santo A. Padula ◽  
Othmane Benafan ◽  
Jeffrey R. Bunn ◽  
E. Andrew Payzant ◽  
...  

1996 ◽  
Vol 31 (6) ◽  
pp. 511-518 ◽  
Author(s):  
H. Altenbach ◽  
J. Altenbach ◽  
A. Zolochevsky

2021 ◽  
pp. 114024
Author(s):  
Jiayun Chen ◽  
Lei Wan ◽  
Yaser Ismail ◽  
Pengfei Hou ◽  
Jianqiao Ye ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document