Summarization: Herein, the construction of a three-parameter smooth hyperbolic failure criterion for cohesive-frictional materials is presented. The criterion has the form of a hyperbola on the Rendulic plane and of an elliptic hyperboloid with a threefold symmetry in the Haigh–Westergaard principal stress space. The effect of the intermediate principal stress on the strength of the material is taken into account. Also, by adjusting appropriately the three parameters of the criterion, well-known failure criteria such as Rankine and von Mises may be derived as special cases. Finally, the proposed criterion is numerically calibrated and validated against standard and true triaxial data sets.Presented on: International Journal of Rock Mechanic...
Youn-Kyou Lee* Abstract The generalized Hoek-Brown (H-B) function provides a unique failure conditio...
ABSTRACT: Several interesting versions of the tensor polynomial failure criterion for composites wer...
A new triaxial strength equation is proposed as fitting the available laboratory triaxial test data....
Summarization: In this paper, the performance of a hyperbolic failure criterion is compared with the...
The H. Matsuoka-T. Nakai failure criterion for a frictional material, and the Von Mises criterion fo...
Abstract Although Mohr-Coulomb failure criterion has limitations in that it is a linear criterion an...
The joint configuration and the intermediate principal stress have a significant influence on the st...
Computational modeling of failure in quasi-brittle materials at various length scales is important. ...
Abstract A simple three-dimensional (3D) failure crite-rion for rocks is proposed in this study. Thi...
The Paul-Mohr-Coulomb failure criterion includes the intermediate principal stress sigma(II) and fri...
Conventional triaxial strength criteria are important for the judgment of rock failure. Linear, para...
On the assumption that the internal friction coefficient is a random variable, a probabilistic appro...
Under the triaxial compressive state, the compressive strain is supposed to happen in the direction ...
International audienceRock failure criteria are key input parameters for models designed to better u...
Drilled shafts have been frequently used as a foundation to support lateral loads. The p-y method of...
Youn-Kyou Lee* Abstract The generalized Hoek-Brown (H-B) function provides a unique failure conditio...
ABSTRACT: Several interesting versions of the tensor polynomial failure criterion for composites wer...
A new triaxial strength equation is proposed as fitting the available laboratory triaxial test data....
Summarization: In this paper, the performance of a hyperbolic failure criterion is compared with the...
The H. Matsuoka-T. Nakai failure criterion for a frictional material, and the Von Mises criterion fo...
Abstract Although Mohr-Coulomb failure criterion has limitations in that it is a linear criterion an...
The joint configuration and the intermediate principal stress have a significant influence on the st...
Computational modeling of failure in quasi-brittle materials at various length scales is important. ...
Abstract A simple three-dimensional (3D) failure crite-rion for rocks is proposed in this study. Thi...
The Paul-Mohr-Coulomb failure criterion includes the intermediate principal stress sigma(II) and fri...
Conventional triaxial strength criteria are important for the judgment of rock failure. Linear, para...
On the assumption that the internal friction coefficient is a random variable, a probabilistic appro...
Under the triaxial compressive state, the compressive strain is supposed to happen in the direction ...
International audienceRock failure criteria are key input parameters for models designed to better u...
Drilled shafts have been frequently used as a foundation to support lateral loads. The p-y method of...
Youn-Kyou Lee* Abstract The generalized Hoek-Brown (H-B) function provides a unique failure conditio...
ABSTRACT: Several interesting versions of the tensor polynomial failure criterion for composites wer...
A new triaxial strength equation is proposed as fitting the available laboratory triaxial test data....