Earl Eugene Knight
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Earl Eugene Knight has a total of 70 co-authors. Here are the top co-authors by number of shared publications:
- Esteban Rougier
Los Alamos National Laboratory, Los Alamos, NM, USA
29 shared publications - Zhou Lei
Los Alamos National Laboratory (LANL), Los Alamos, NM (United States)
18 shared publications - Bryan Euser
Los Alamos National Laboratory (LANL), Los Alamos, NM (United States)
7 shared publications - Antonio Munjiza
University of Split
6 shared publications - Carene Larmat
Earth and Environmental Sciences Division Los Alamos National Laboratory Los Alamos NM USA
5 shared publications - Abigail Hunter
Los Alamos National Laboratory
2 shared publications
Latest Publications
- Open Access
- 1 July 2024
- Published by Office of Scientific and Technical Information (OSTI)
HOSS-FSIS example: Flow in a pipe [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 July 2024
- Published by Office of Scientific and Technical Information (OSTI)
Open AccessHOSS-FSIS example: Flow in a pipe [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- Open Access
- 1 July 2024
- Published by Office of Scientific and Technical Information (OSTI)
HOSS-FSIS example: Energetic Event [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 July 2024
- Published by Office of Scientific and Technical Information (OSTI)
Open AccessHOSS-FSIS example: Energetic Event [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 16 May 2022
- Published by Office of Scientific and Technical Information (OSTI)
Viewgraphs for w20_marsimpacts [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 16 May 2022
- Published by Office of Scientific and Technical Information (OSTI)
Viewgraphs for w20_marsimpacts [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 20 April 2022
- Published by Office of Scientific and Technical Information (OSTI)
Tunnel Event 2020 (G-tunnel event modeling) [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 20 April 2022
- Published by Office of Scientific and Technical Information (OSTI)
Tunnel Event 2020 (G-tunnel event modeling) [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 March 2022
- Published by Office of Scientific and Technical Information (OSTI)
Viewgraphs for w20_seismicsources [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 March 2022
- Published by Office of Scientific and Technical Information (OSTI)
Viewgraphs for w20_seismicsources [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 5 June 2021
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 55 (5) , 2651-2664
Evolution of Permeability in Sandstone During Confined Brazilian Testing
- 5 June 2021
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 55 (5) , 2651-2664
Evolution of Permeability in Sandstone During Confined Brazilian Testing
- Open Access
- 11 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (6) , 2504
Benchmarking Numerical Methods for Impact and Cratering Applications
Large scale computational models are important for studying impact cratering events that are prevalent both on Earth and, more broadly, in this solar system. To address these problems, models must reliably account for both large length scales (e.g., kilometers) and relatively long time scales (hundreds of seconds). This work benchmarks two such approaches, a more traditional hydrodynamics approach and a finite-discrete element method (FDEM), for impact cratering applications. Both 2D and 3D results are discussed for two different impact velocities, 5 km/s and 20 km/s, striking normal to the target and, for 3D simulations, 45° from vertical. In addition, comparisons to previously published data are presented. Finally, differences in how these methods model damage are discussed. Ultimately, both approaches show successful modeling of several different impact scenarios.
- 11 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (6) , 2504
Open AccessBenchmarking Numerical Methods for Impact and Cratering Applications
Large scale computational models are important for studying impact cratering events that are prevalent both on Earth and, more broadly, in this solar system. To address these problems, models must reliably account for both large length scales (e.g., kilometers) and relatively long time scales (hundreds of seconds). This work benchmarks two such approaches, a more traditional hydrodynamics approach and a finite-discrete element method (FDEM), for impact cratering applications. Both 2D and 3D results are discussed for two different impact velocities, 5 km/s and 20 km/s, striking normal to the target and, for 3D simulations, 45° from vertical. In addition, comparisons to previously published data are presented. Finally, differences in how these methods model damage are discussed. Ultimately, both approaches show successful modeling of several different impact scenarios.
- Open Access
- 10 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (6) , 2484
Impact Fracture and Fragmentation of Glass via the 3D Combined Finite-Discrete Element Method
A driving technical concern for the automobile industry is their assurance that developed windshield products meet Federal safety standards. Besides conducting innumerable glass breakage experiments, product developers also have the option of utilizing numerical approaches that can provide further insight into glass impact breakage, fracture, and fragmentation. The combined finite-discrete element method (FDEM) is one such tool and was used in this study to investigate 3D impact glass fracture processes. To enable this analysis, a generalized traction-separation model, which defines the constitutive relationship between the traction and separation in FDEM cohesive zone models, was introduced. The mechanical responses of a laminated glass and a glass plate under impact were then analyzed. For laminated glass, an impact fracture process was investigated and results were compared against corresponding experiments. Correspondingly, two glass plate impact fracture patterns, i.e., concentric fractures and radial fractures, were simulated. The results show that for both cases, FDEM simulated fracture processes and fracture patterns are in good agreement with the experimental observations. The work demonstrates that FDEM is an effective tool for modeling of fracture and fragmentation in glass.
- 10 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (6) , 2484
Open AccessImpact Fracture and Fragmentation of Glass via the 3D Combined Finite-Discrete Element Method
A driving technical concern for the automobile industry is their assurance that developed windshield products meet Federal safety standards. Besides conducting innumerable glass breakage experiments, product developers also have the option of utilizing numerical approaches that can provide further insight into glass impact breakage, fracture, and fragmentation. The combined finite-discrete element method (FDEM) is one such tool and was used in this study to investigate 3D impact glass fracture processes. To enable this analysis, a generalized traction-separation model, which defines the constitutive relationship between the traction and separation in FDEM cohesive zone models, was introduced. The mechanical responses of a laminated glass and a glass plate under impact were then analyzed. For laminated glass, an impact fracture process was investigated and results were compared against corresponding experiments. Correspondingly, two glass plate impact fracture patterns, i.e., concentric fractures and radial fractures, were simulated. The results show that for both cases, FDEM simulated fracture processes and fracture patterns are in good agreement with the experimental observations. The work demonstrates that FDEM is an effective tool for modeling of fracture and fragmentation in glass.
- Open Access
- 4 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (5) , 2285
Failure in Confined Brazilian Tests on Sandstone
Strength of rocks in the confined tension region, where the minimum principal stress is tensile, has only infrequently been measured and is not well understood. Quasi-static confined Brazilian tests under a range of confining stresses (2.76 to 27.58 MPa) where used to determine the strength of sandstone in the confined tension region. The test results indicate that the strength in the confined tension region was a strong function of the intermediate principal stress: increasing the intermediate principal stress significantly increased the strength of the sandstone. The strength data were well fit by the Mogi–Coulomb criterion, which accounts for the intermediate principal stress. Unconfined Brazilian strength data were not well fit to the Mogi–Coulomb criterion derived from the confined Brazilian test data, consistent with a transition from tensile to shear processes dominating failure with increasing confining pressure. Observations of post-failure fracture surfaces reveal more indication of shear processes with increasing confining pressure. Numerical simulations from combined finite-discrete element method are compared to the experimental results and reflect similar conditions for failure compared to the experimental tests in the confined tension region.
- 4 March 2021
- Published by MDPI AG in Applied Sciences
- Vol. 11 (5) , 2285
Open AccessFailure in Confined Brazilian Tests on Sandstone
Strength of rocks in the confined tension region, where the minimum principal stress is tensile, has only infrequently been measured and is not well understood. Quasi-static confined Brazilian tests under a range of confining stresses (2.76 to 27.58 MPa) where used to determine the strength of sandstone in the confined tension region. The test results indicate that the strength in the confined tension region was a strong function of the intermediate principal stress: increasing the intermediate principal stress significantly increased the strength of the sandstone. The strength data were well fit by the Mogi–Coulomb criterion, which accounts for the intermediate principal stress. Unconfined Brazilian strength data were not well fit to the Mogi–Coulomb criterion derived from the confined Brazilian test data, consistent with a transition from tensile to shear processes dominating failure with increasing confining pressure. Observations of post-failure fracture surfaces reveal more indication of shear processes with increasing confining pressure. Numerical simulations from combined finite-discrete element method are compared to the experimental results and reflect similar conditions for failure compared to the experimental tests in the confined tension region.
- 8 December 2020
- Published by Office of Scientific and Technical Information (OSTI)
LANL HOSS Modeling Capabilities: General Briefing [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information
- 8 December 2020
- Published by Office of Scientific and Technical Information (OSTI)
LANL HOSS Modeling Capabilities: General Briefing [Slides]
The U.S. Department of Energy's Office of Scientific and Technical Information