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Статті в журналах з теми "Quasi-brittle geomaterials"
Suknev, Sergey. "Nonlocal Criteria for Brittle and Quasi-Brittle Fracture of Geomaterials and Rocks." E3S Web of Conferences 56 (2018): 02003. http://dx.doi.org/10.1051/e3sconf/20185602003.
Повний текст джерелаSuknev, S. V. "Brittle and Quasi-Brittle Fracture of Geomaterials with Circular Hole in Nonuniform Compression." Journal of Mining Science 56, no. 2 (March 2020): 174–83. http://dx.doi.org/10.1134/s1062739120026625.
Повний текст джерелаSuknev, SV. "Fracture of quasi-brittle geomaterials with a circular hole under compression." IOP Conference Series: Earth and Environmental Science 773, no. 1 (May 1, 2021): 012082. http://dx.doi.org/10.1088/1755-1315/773/1/012082.
Повний текст джерелаSuknev, Sergey V. "THE USE OF NONLOCAL CRITERIA IN FORECASTING FRACTURE OF QUASI-BRITTLE MATERIAL WITH A HOLE UNDER COMPRESSION." Industrial laboratory. Diagnostics of materials 85, no. 4 (May 15, 2019): 50–56. http://dx.doi.org/10.26896/1028-6861-2019-85-4-50-56.
Повний текст джерелаvan Mier, Jan G. M., Dominik Meyer, and Hau Kit Man. "Fracture of Quasi-Brittle Materials like Concrete under Compressive Loading." Advanced Materials Research 41-42 (April 2008): 207–14. http://dx.doi.org/10.4028/www.scientific.net/amr.41-42.207.
Повний текст джерелаGrassl, Peter, and John Bolander. "Three-Dimensional Network Model for Coupling of Fracture and Mass Transport in Quasi-Brittle Geomaterials." Materials 9, no. 9 (September 19, 2016): 782. http://dx.doi.org/10.3390/ma9090782.
Повний текст джерелаYou, Tao, Qi-Zhi Zhu, Peng-Fei Li, and Jian-Fu Shao. "Incorporation of tension-compression asymmetry into plastic damage phase-field modeling of quasi brittle geomaterials." International Journal of Plasticity 124 (January 2020): 71–95. http://dx.doi.org/10.1016/j.ijplas.2019.08.003.
Повний текст джерелаYou, Tao, Haim Waisman, Wei-Zhong Chen, Jian-Fu Shao, and Qi-Zhi Zhu. "A novel micromechanics-enhanced phase-field model for frictional damage and fracture of quasi-brittle geomaterials." Computer Methods in Applied Mechanics and Engineering 385 (November 2021): 114060. http://dx.doi.org/10.1016/j.cma.2021.114060.
Повний текст джерелаRen, Lu, Lun-Yang Zhao, and Fu-Jun Niu. "A physically-based elastoplastic damage model for quasi-brittle geomaterials under freeze-thaw cycles and loading." Applied Mathematical Modelling 106 (June 2022): 276–98. http://dx.doi.org/10.1016/j.apm.2022.02.006.
Повний текст джерелаSun, Bin, Xiaojiang Liu, and Zhao-Dong Xu. "A novel physical continuum damage model for the finite element simulation of crack growth mechanism in quasi-brittle geomaterials." Theoretical and Applied Fracture Mechanics 114 (August 2021): 103030. http://dx.doi.org/10.1016/j.tafmec.2021.103030.
Повний текст джерелаДисертації з теми "Quasi-brittle geomaterials"
Wrzesniak, Aleksandra. "Modélisation double-échelle de la rupture des roches : influence du frottement sur les micro-fissures." Thesis, Grenoble, 2012. http://www.theses.fr/2012GRENI104/document.
Повний текст джерелаIn continuum damage models, the degradation of the elastic moduli, as the results of microscopic crackgrowth, is represented through damage variables. The evolution of damage variable is generally postulatedbased on the results of the experimental observations. Many such phenomenological damage modelshave been proposed in the literature. The purpose of this contribution is to develop a new procedurein order to obtain macroscopic damage evolution laws, in which the damage evolution is completelydeduced from micro-structural analysis. We use homogenization based on two-scale asymptotic developmentsto describe the overall behaviour starting from explicit description of elementary volumes withmicro-cracks. We consider quasi-brittle (time independent) and sub-critical (time dependent) criteria formicro-cracks propagation. Additionally, frictional contact is assumed on the crack faces. An appropriatemicro-mechanical energy analysis is proposed, leading to a damage evolution law that incorporates stiffnessdegradation, material softening, size effect, and unilaterality, different fracture behaviour in contactwithout and with friction. The information about micro-cracks is contained in the homogenized coefficientsand in the damage evolution law. The homogenized coefficients describe the overall response inthe presence of (possibly static) micro-cracks, as they are computed with the (quasi-) static microscopicsolution. The damage law contains the information about the evolution of micro-cracks, as a result ofthe energy balance in time during the microscopic propagation. The homogenized law is obtained in therate form. Effective coefficients are numerically computed for different crack lengths and orientations.This allows for the complete construction of the macroscopic laws. A first analysis concerns the localmacroscopic behaviour, for complex loading paths, in order to understand the behaviour predicted bythe two-scale model and the influence of micro structural parameters, like for example friction coefficient.Next, the FEM implementation of the macroscopic equations is performed and simulations for variouscompression tests are conducted. The results of the numerical simulations are compared with the experimentalresults obtained using a new true-triaxial apparatus recently developed at the Laboratory 3SRin Grenoble (France)
Le, Linh Anh. "A Mechanism-based Approach to Constitutive Modelling of Quasi-Brittle Geomaterials with and without Fibre Reinforcement." Thesis, 2019. http://hdl.handle.net/2440/119898.
Повний текст джерелаThesis (Ph.D.) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2019
Частини книг з теми "Quasi-brittle geomaterials"
Kondo, Djimédo, Qizhi Zhu, Jian-Fu Shao, and Vincent Pensee. "Multiscale Modeling of Anisotropic Unilateral Damage in Quasi-brittle Geomaterials: Formulation and Numerical Applications." In Constitutive Modeling of Soils and Rocks, 347–76. London, UK: ISTE, 2013. http://dx.doi.org/10.1002/9780470611081.ch9.
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